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HomeMy WebLinkAbout2021-07-27; City Council; ; Approval of Plans and Specifications and Authorization to Advertise for Bids for the Carlsbad Police and Fire Headquarters Renovation Project-Part 3 Construction ChangesSAFETY CENTER REVISION NUMBER KEYNOTE REFERENCE PROPERTY LINE REVISION CLOUD INTERIOR ELEVATION REFERENCE ELEVATION NUMBER & SHEET NUMBER WINDOW REFERENCE DOOR REFERENCE N DETAIL REFERENCE SHEET NUMBER EXTERIOR ELEVATION REFERENCE SHEET NUMBER SHEET NUMBER SECTION REFERENCE NORTH ARROW CENTER LINE WALL TYPE REFERENCE A101 1 Ref 1Ref 1 Ref 1Ref ? 1 Room name 101 150 SF 1 A101 SIM 1 A101 SIM ROOM NAME M888 150 SF E 888 300 TOTAL OCC RM 1i 1t A.F.F. 1i 1'-0" 101 1 A101 SIM 1 OCCUPANCY TAG ROOM TAG SQUARE FOOTAGE SPOT ELEVATION CEILING TAG W/ HEIGHT PL 2560 ORION WAY CARLSBAD, CA 92010 NORTH 5 FWYP A L O M A R A IR P O R T R D EL CAMINO REALFARADAY AVEORION WAY UP UP 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 153 SF 1 STORAGE 182S-1 300 775 SF MECH EQUIP 171-0 68 SF ELEV EQUIP 172-0 231 SF ELEC. ROOM 174-0 884 SF 18 PHYSICAL FITNESS 161B50 298 SF MEN'S 163-0 1521 SF 31 MEN'S LOCKERS 164B50 42 SF VEST 166-0 121 SF 1 TRAFFIC SUPERVISOR 108B150 1265 SF SALLY PORT 181-0 969 SF 4 PROPERTY & EVIDENCE 159S-1 300 165 SF 2 EVIDENCE 157B150 143 SF 1 NARCOTICS 158B150 992 SF 7 DISPATCH CENTER 144B150 272 SF MASTER MPOE / MDF ROOM 143-0 127 SF 1 COMM SUPERVISOR 145B150 508 SF 4 CRIME ANALYST 141B150 57 SF WOMEN 148-0 56 SF MEN 149-0 191 SF 1 BATTERY CHARGING/ SHOTGUN STORAGE 126S-1 300 27 SF 1 COFFEE 123B150 124 SF REAR ENTRY 122-0 488 SF 4 TRAFFIC 116B150 103 SF ELEV EQUIP 175-0 47 SF ELEV. #1 EL01-0 33 SF METER ROOM 173-0 33 SF VESTIBULE 167-0 31 SF VESTIBULE 162-0 169 SF VESTIBULE ROOM 199-0 168 SF 2 RECORDS SUPERVISOR 110B150 67 SF EVIDENCE LOCKERS 194-0 210 SF STAIR #1 ST01-0 608 SF 13 WOMEN'S LOCKERS 169B50217 SF WOMEN'S 168-0 351 SF 3 CST 151B150 83 SF 1 OFFICE 154B150 258 SF 2 PUBLIC COUNTER 104B150 516 SF 4 WATCH COMMANDER 133B150 477 SF 4 LOBBY 101B150 1242 SF 83 BRIEFING 121A-3 15 103 SF 1 TRAFFIC OFFICE 114B150 103 SF 1 TRAFFIC OFFICE 115B150 402 SF 3 PATROL SERGEANT 111B150 139 SF 1 MEETING ROOM 112B150 876 SF 6 RECORDS 109B150 319 SF 22 LOUNGE 146B15 87 SF ELECT. 142-0 157 SF HALLWAY 192-0 364 SF HALLWAY 191-0 364 SF HALLWAY 193-0 453 SF HALLWAY 195-0 601 SF HALLWAY 196-0 114 SF STAIR #2 ST02-0 129 SF 1 STORAGE 185S-1 300 123 SF 1 DRYING ROOM 184B150 160 SF 2 PUBLIC INQUIRY 105B15074 SF 1 MEETING 106B150 41 SF 1 CRIME LIVESCAN 107B150 104 SF 1 OFFICE 152B150 144 SF 1 BAG TAG 156B150 112 SF 1 WATCH COMM OFFICE 134B150 107 SF 1 INTERVIEW ROOM 183B150 85 SF 1 INTERVIEW 160B150 83 SF WOMEN'S SHOWERS 170-0 141 SF MEN'S SHOWERS 165-0 78 SF HALLWAY 147-0 55 SF 1 DRY CLEANING 125B150 99 SF 1 CST OFFICE 153B150 168 SF 2 TRAFFIC OFFICE 113B150 81 SF HALLWAY 103-0 525 SF 4 HOMLESS OUTREACH 155B150 762 SF HALLWAY 197-0 768 SF 6 ATRIUM / REPORT WRITING 131B150 89 SF ELEV. #2 EL02-0 30 SF 1 AV ROOM 124B150 N.I.C. B 56 SF IDF ROOM 1 132-0116 36 * 119 * * * STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 22" 36" F (110) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 6" 36" E (30) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 0.8"72" D (4) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 26" 72" B (130) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 2" 46" A (10) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR 44" 48" 29.4" 72" C (147) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 2.8"36" G (14) REQUIRED FIRE SEPERATIONS: I-3 REQUIRES A (2-HOUR) SEPERATION TO B & S-1 (SEPARATION IS EXISTING) (PER 2019 -CBC 508 -TABLE 508.4) EXISTING 2-HOUR HORIZONTAL FIRE FLOOR SEPERATION: DEFINED AS "ACCESSORY OCCUPANCY" (2019-CBC 508.2): AGGEGRATE ACCESSORY CCUPANCIES SHALL NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR VALUES FOR NON-SPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH ACCESSORY OCCUPANCY. (2019-CBC 508.2.3 -TABLE 508.4) TOTAL FIRST FLOOR = 23,212 SQ. F.T. BRIEFING ROOM = 1,242 SQ. F.T. 23,212 x 10% = 2,321> 1,242 -(OK)REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE 418 SF 3 ENTRY VESTIBULE 102B150 (135.00)(174.50)(170.67)(116.33)(55.16)* * REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE FEC FEC FEC FEC FEC FEC FECN N NEN E E 564 SF HALLWAY 198-0 OCC. FROM LVL. 2 OCC. FROM LVL. 2 STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 8" 36" H (44) 18" INTERIOR EXIT ACCESS STAIRWAY 1-HR RATED NON-CHEMICAL USE: ROOM WILL HOUSE EVIDENCE MATERIAL NEEDED FOR DRYING ONLY. DRYING CABINETS WILL EXHAUST TO THE EXTERIOR. NO HEAVY CHEMICAL USAGE WILL BE USED IN THIS ROOM INTERIOR EXIT STAIRWAY 1-HR RATED REQUIRED PANIC HARDWARE * **** (42.00) * (86.00) HOLDING CELL TO BE CONSIDERED OCCUPANCY B: A. CBC 308.5.6 -CONDITION #6 –IS APPLICABLE PER THE ITEMS LISTED BELOW AND THUS THIS SPACE WILL BE RECLASSIFIED AS A “B” OCCUPANCY SPACE B. ONLY ONE TEMPORARY HOLDING FACILITY C. WITH FIVE OR LESS PERSONS UNDER RESTRAINT OR SECURITY D. CURRENT BUILDING MONITORED FIRE SPRINKLER SYSTEM TO REMAIN E. CURRENT HOLDING CELL AUTOMATIC FIRE ALARM SYSTEM TO REMAIN OCCUPANT GROUP ROOM NUMBER OCCUPANT LOAD FACTOR ROOM FLOOR AREACALCULATED OCCUPANT LOAD ROOM NUMBER, WHERE FULL TAG NOT SHOWN (SEE TABLE FOR OCCUPANT LOAD CALCULATION) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR 14.7" 9.8" 36" 36" A (49)INDICATES RATED OPENING - SEE DOOR SCHEDULE * OCCUPANT LOAD SERVED BY EXIT EXIT DOOR I.D. ACCESSIBLE MEANS PATH OF TRAVEL LENGTH FOR INDIVIDUAL LINE FARTHEST POINT XX.00(XX.00) FARTHEST TRAVEL DISTANCE 1-HR FIRE RATED WALL 2-HR FIRE RATED WALL 3-HR FIRE RATED WALL 4-HR FIRE RATED WALL SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY EXISTING FIRE EXTINGUISHER NEW FIRE EXTINGUISHER FEC FECN E IBC SECTION 706.2:A FIRE WALL SHALL HAVE SUFFICIENT STRUCTURAL STABILITY UNDER FIRE CONDITIONS TO ALLOW COLLAPSE OF CONSTRUCTION ON EITHER SIDE WITHOUT COLLAPSE OF THE WALL OR SHALL BE CONSTRUCTED AS DOUBLE FIRE WALLS IN ACCORDANCE WITH NFPA 221. IBC SECTION 706.3: FIRE WALLS MUST BE OF NON- COMBUSTIBLE MATERIALS, EXCEPT IN BUILDINGS OF TYPE V CONSTRUCTION. UP DN DN DN DN DN 10 11 12 13 F G H J K L 14 15 16 192 SF HALLWAY E172-0 168 SF 2 RECORDS SUPERVISOR 110B150 489 SF HALLWAY E176-0 28 SF VEST. E177-0 241 SF MEN E179-0 176 SF 2 OFFICE E180B100 124 SF HALLWAY E181-0 295 SF 1 STORAGE E182S-1 300 1088 SF 73 EMERGENCY OPERATING CENTER (E.O.C.) E183A-3 151098 SF 74 MEETING ROOM E184A-3 15 1089 SF 73 MEETING ROOM E185A-3 15 250 SF 1 AV EQUIP. E186S-1 300 50 SF ELECT. E188-0 104 SF 1 CUST. E187S-1 300 52 SF MEN E173-0 55 SF WOMEN E174-0 /1 A206/1 A206 253 SF 2 LOBBY E175B150 158 SF WOMEN E178-0 MATCHLINE * STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 7.2"36" M (36) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 15.6" 36" L (77) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR - - 22.4"192" K (114) REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE TYP. QTY 4 REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE (55.00) (30.50)(63.25)(78.50) (51.00) FECE REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE 876 SF 6 RECORDS 109B150 160 SF 2 PUBLIC INQUIRY 105B150 477 SF 4 LOBBY 101B150 FECE FECE FECE FECEACCESSIBLE MEANS PATH OF TRAVEL FARTHEST POINT (XX.00) FARTHEST TRAVEL DISTANCE EXISTING FIRE EXTINGUISHER NEW FIRE EXTINGUISHER FEC FECN E IBC SECTION 706.2:A FIRE WALL SHALL HAVE SUFFICIENT STRUCTURAL STABILITY UNDER FIRE CONDITIONS TO ALLOW COLLAPSE OF CONSTRUCTION ON EITHER SIDE WITHOUT COLLAPSE OF THE WALL OR SHALL BE CONSTRUCTED AS DOUBLE FIRE WALLS IN ACCORDANCE WITH NFPA 221. IBC SECTION 706.3: FIRE WALLS MUST BE OF NON- COMBUSTIBLE MATERIALS, EXCEPT IN BUILDINGS OF TYPE V CONSTRUCTION. (DECIMAL FEET) OCCUPANT GROUP ROOM NUMBER OCCUPANT LOAD FACTOR ROOM FLOOR AREACALCULATED OCCUPANT LOAD ROOM NUMBER, WHERE FULL TAG NOT SHOWN (SEE TABLE FOR OCCUPANT LOAD CALCULATION) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR 14.7" 9.8" 36" 36" A (49)INDICATES RATED OPENING - SEE DOOR SCHEDULE * OCCUPANT LOAD SERVED BY EXIT EXIT DOOR I.D. DN REF.DN FD FD FD 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 355 SF 3 TRAINING COORDINATOR'S OFFICE 252B150 231 SF 2 TECH SERVICE CAPTAIN 255B150 231 SF 2 LIEUT. 256B150 231 SF 2 FIELD SERVICE CAPT. 257B150 221 SF 2 ADMIN ASSIST. 258B150 186 SF 2 SECRETARY 291B150 333 SF 3 POLICE CHIEF 289B150 538 SF 36 CONFERENCE 288B15 321 SF 3 FIRE CHIEF 283B150 227 SF 2 FIRE DIV. CHEIF 281B150 177 SF 2 FIRE ANALYST 277B150176 SF 2 EMS MGR 276B150 176 SF 2 EMPTY 275B150 358 SF 3 CRIME OF VIOLENCE 210B150 165 SF 2 OFFICE 209B150 87 SF 1 MAILROOM 214B150 87 SF 1 INTERVIEW 213B150 82 SF 1 INTERVIEW 212B150 132 SF 1 JUVENILE SERVICES SERGEANT 211B150 270 SF 2 EOC DIRECTOR 271B150 137 SF 1 SGT. OFFICE 204B150 221 SF ELEC. ROOM 207-0 565 SF 4 VICE / NARCOTICS 202B150 752 SF MECHANICAL EQUIP. 221-0 170 SF 2 IN-PROCESS EVID./STOR. 223B150 144 SF 1 JANITOR 233S-1 300 187 SF MEN 232-0 147 SF 1 WORKROOM / IDF ROOM 237B150 191 SF WOMEN 235-0 53 SF WOMEN 285-0 263 SF 2 SECRETARY 282B150 38 SF CLOSET 290-0 15 SF COFFEE 286-0 20 SF 1 STOR. 287S-1 300 38 SF CLOSET 284-0 532 SF 4 FIRE ADMIN 280B150 315 SF 3 CLERICAL 278B150 47 SF 1 STORAGE 274S-1 300 59 SF 1 STORAGE 279S-1 300 174 SF 2 FIRE TRAINING OFFICER 272B150 89 SF WORK REPRO 294-0 53 SF MEN 292-0 329 SF 3 CSI 225B150 OPEN TO BELOW 376 SF HALLWAY 273-0 102 SF HALLWAY 215-0 90 SF VEST. 268-0 731 SF HALLWAY 264-0 683 SF 5 RES. ASSIST. 240B150 146 SF 1 SGT. OFFICE 205B150 188 SF 2 OFFICE 254B150 319 SF 3 CLEAN OFFICE 251B150 OPEN TO BELOW 138 SF 1 IT MEETING 239B150 653 SF HALLWAY 262-0 1118 SF 8 ADMIN CSO 241B150 89 SF 1 STORAGE 242S-1 300 83 SF 1 JANITOR 243S-1 300 174 SF 2 OFFICE 253B150 104 SF 1 ALS ROOM 224B150 79 SF HALLWAY 293-0 167 SF 2 OFFICE 208B150 2055 SF 42 INVESTIGATIVE SERVICES 201B50 126 SF 1 IT OFFICE 238B150 1843 SF 13 ROOF TERRACE 246B150 151 SF 2 OFFICE 260B150 542 SF 4 CLERICAL POOL 261B150 47 SF ELEV. #1 EL01-0 210 SF STAIR #1 ST01-0 207 SF 2 OFFICE 206B150 76 SF 1 INTERVIEW 203B150 89 SF ELEV. #2 EL02-0 114 SF STAIR #2 ST02-0 457 SF 31 LOUNGE 244B15 22 SF VEST. 234-0 21 SF VEST. 231-0 71 SF 1 JANITOR OFFICE 222B150 41 SF 1 IDF ROOM 2 259S-1 300 STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR 44" 48" 35.7" 36" J (119) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR 44" 57" 35.7" 36" I (119) * * EXISTING 2-HOUR HORIZONTAL FIRE FLOOR SEPERATION: BETWEEN B AND I-3 BELOW REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE DEFINED AS "ACCESSORY OCCUPANCY" (2019-CBC 508.2): AGGEGRATE ACCESSORY CCUPANCIES SHALL NOT OCCUPY MORE THAN 10% OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED AND SHALL NOT EXCEED THE TABULAR VALUES FOR NON-SPRINKLERED BUILDINGS IN TABLE 506.2 FOR EACH SUCH ACCESSORY OCCUPANCY. (2019-CBC 508.2.3 -TABLE 508.4) TOTAL SECOND FLOOR = 21,399 SQ. F.T. INVESTIGATIVE SERVICE = 2,055 SQ. F.T. 21,399 x 10% = 2,140> 2,055 -(OK)(135)(115)(158)(117.08)OPEN TO BELOW ATRIUM COMPLIES WITH SECTION 712.1.9 ALL ITEMS 1 THRU 5 * REQUIRED PANIC HARDWARE REQUIRED PANIC HARDWARE FEC FEC FECFECE N(N)N198 SF CORRIDOR 263 263 SF 18 CONFERENCE ROOM 245B15109 SF HALLWAY 265-0 390 SF HALLWAY 266-0 583 SF HALLWAY 267-0 105 SF HALLWAY 269 (91.50) *(235)INTERIOR EXIT ACCESS STAIRWAY INTERIOR EXIT STAIRWAY 102 SF HALLWAY 215-0 CSI LAB WILL BE CLASSIFIED AS "B" OCCUPANCY, AS ALLOWED IN THE CODE, "LABORATORIES: TESTING, RESEARCH AND [SFM] INSTRUCTION" (304.1 BUSINESS GROUP B), HAZARDOUS MATERIALS -AMOUNTS USED ARE MINIMAL THUS NOT REQUIRING H OCCUPANCY, SEE CHEMICAL LIST ON SHEET G004 * TOTAL TRAVEL DISTANCE FROM 2ND FLOOR TO 1ST FLOOR: LEVEL 2:149 LEVEL 1: 86 TOTAL:235 ACCESSIBLE MEANS PATH OF TRAVEL FARTHEST POINT (XX.00) FARTHEST TRAVEL DISTANCE EXISTING FIRE EXTINGUISHER NEW FIRE EXTINGUISHER FEC FECN E IBC SECTION 706.2:A FIRE WALL SHALL HAVE SUFFICIENT STRUCTURAL STABILITY UNDER FIRE CONDITIONS TO ALLOW COLLAPSE OF CONSTRUCTION ON EITHER SIDE WITHOUT COLLAPSE OF THE WALL OR SHALL BE CONSTRUCTED AS DOUBLE FIRE WALLS IN ACCORDANCE WITH NFPA 221. IBC SECTION 706.3: FIRE WALLS MUST BE OF NON- COMBUSTIBLE MATERIALS, EXCEPT IN BUILDINGS OF TYPE V CONSTRUCTION. (DECIMAL FEET) OCCUPANT GROUP ROOM NUMBER OCCUPANT LOAD FACTOR ROOM FLOOR AREACALCULATED OCCUPANT LOAD ROOM NUMBER, WHERE FULL TAG NOT SHOWN (SEE TABLE FOR OCCUPANT LOAD CALCULATION) STAIR REQUIRED PROVIDED REQUIRED PROVIDED DOOR 14.7" 9.8" 36" 36" A (49)INDICATES RATED OPENING - SEE DOOR SCHEDULE * OCCUPANT LOAD SERVED BY EXIT EXIT DOOR I.D. UP UP FD FD FDFD FD 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA PHASE 1.0 ENTRY VESTIBULE 102 210 SF STAIR #1 ST01 47 SF ELEV. #1 EL01114 SF STAIR #2 ST02 89 SF ELEV. #2 EL02 PHASE 2.0 BARRIER LEVEL 2 STAFF INGRESS / EGRESS BARRIER LEVEL 1 CONSTRUCTION INGRESS / EGRESS LEVEL 1 CONSTRUCTION INGRESS / EGRESS LEVEL 1 STAFF INGRESS / EGRESS LEVEL 2 STAFF INGRESS / EGRESS SPACE IS AVAILABLE FOR BUSINESS (RESTROOMS AVAILABLE ONLY ON THE 1ST FLOOR ONLY) PHASE 1.0 ROLL UP DOORS ARE INCLUDED IN PHASE 1.0 CONTRACTOR BUILD TEMPORARY ACCESS TO SECOND FLOOR OFF OF SALLY PORT DUTY LOCKERS TO BE INCLUDED IN PHASE 1.0 PRIMARY CONSTRUCTION ENTRANCE CELLS TO REMAIN IN OPERATION AT ALL TIMES TRAILER FARM TEMP POWER FLEET GATE BARRIERBARRIER 14 SEE SHEET A104 MATCHLINE PHASE 2.0 PHASE 1.0 TEMPORARY SOUND ATTENUATION WALL REMOVED AT COMPLETION OF PHASE 1.0 & 2.0 1. CONTROL ALL DUST TO CONTAIN DUST WITHIN THE STRUCTURE, AS DISPATCH MAY BE OPERATIONAL. CLOSE OFF DUCTWORK AS NECESSARY TO CONTROL DUST. OBTAIN DUST PLAN APPROVAL FROM CITY PROJECT MANAGER PRIOR TO PROCEEDING. 2. HVAC DUCT SYSTEM TO BE ISOLATED AND SEALED FROM PHASE OF WORK AND BALANCED FOR OCCUPIED SPACES. 3. TEMPORARY SOUND ATTENUATION WALLS TO BE USED AT AREAS OPENED TO CONSTRUCTION ACTIVITY. DN DN FD FD FD 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA PHASE 1.0 OPEN TO BELOW 1 1 PHASE 2.0 SPACE IS AVAILABLE FOR BUSINESS ( RESTROOM AVAILABLE ON THE FIRST FLOOR ONLY ) PROVIDE DOOR IN BARRIER FOR EMERGENCY EGRESS ONLY INGRESS/EGRESS FOR EMPLOYEE CONTRACTOR BUILD TEMPORARY ACCESS TO SECOND FLOOR OFF OF SALLY PORT PRIMARY CONSTRUCTION ENTRANCE PROVIDE DOOR IN BARRIER FOR EMERGENCY EGRESS ONLY 14 PHASE 2.0 PHASE 1.0 CORRIDOR CARPET TO BE REPLACED AFTER REMOVAL OF TEMPORARY SOUND ATTENUATION WALLS TEMPORARY SOUND ATTENUATION WALL REMOVED AT COMPLETION OF PHASE 1.0 TEMPORARY SOUND ATTENUATION WALL REMOVED AT COMPLETION OF PHASE 2.0 1. CONTROL ALL DUST TO CONTAIN DUST WITHIN THE STRUCTURE, AS DISPATCH MAY BE OPERATIONAL. CLOSE OFF DUCTWORK AS NECESSARY TO CONTROL DUST. OBTAIN DUST PLAN APPROVAL FROM CITY PROJECT MANAGER PRIOR TO PROCEEDING. 2. HVAC DUCT SYSTEM TO BE ISOLATED AND SEALED FROM PHASE OF WORK AND BALANCED FOR OCCUPIED SPACES. 3. TEMPORARY SOUND ATTENUATION WALLS TO BE USED AT AREAS OPENED TO CONSTRUCTION ACTIVITY. FD FDFD UP UP FD 1 2 3 4 5 6 7 8 9 10 11 123.1 A B C D AA PHASE 1.0 89 SF ELEV. #2 EL02 BARRIERBARRIER SPACE IS AVAILABLE FOR BUSINESS LEVEL 1 STAFF INGRESS / EGRESS ( RESTROOM AVAILABLE ON THE FIRST FLOOR ONLY )BARRIER BARRIER PHASE 1.0 LEVEL 1 STAFF INGRESS / EGRESS LEVEL 1 STAFF INGRESS / EGRESS LEVEL 1 STAFF INGRESS / EGRESS LEVEL 1 STAFF INGRESS / EGRESS 14 1. CONTROL ALL DUST TO CONTAIN DUST WITHIN THE STRUCTURE, AS DISPATCH MAY BE OPERATIONAL. CLOSE OFF DUCTWORK AS NECESSARY TO CONTROL DUST. OBTAIN DUST PLAN APPROVAL FROM CITY PROJECT MANAGER PRIOR TO PROCEEDING. 2. HVAC DUCT SYSTEM TO BE ISOLATED AND SEALED FROM PHASE OF WORK AND BALANCED FOR OCCUPIED SPACES. 3. TEMPORARY SOUND ATTENUATION WALLS TO BE USED AT AREAS OPENED TO CONSTRUCTION ACTIVITY. 1 2 3 4 5 6 7 8 9 10 11 12 133.1 E F G H ENTRY VESTIBULE 102 210 SF STAIR #1 ST01 47 SF ELEV. #1 EL01114 SF STAIR #2 ST02 PHASE 2.0 BARRIER LEVEL 2 STAFF INGRESS / EGRESS BARRIERLEVEL 1 CONSTRUCTION INGRESS / EGRESS LEVEL 2 CONSTRUCTION INGRESS / EGRESS PROVIDE DOOR IN BARRIER FOR EMERGENCY EGRESS ONLY ( RESTROOM AVAILABLE ON THE SECOND FLOOR ONLY )BARRIER PRIMARY CONSTRUCTION MAIN ENTRNACE 14 MATCHLINE /1 G010.1 PHASE 2.0 PHASE 1.0 CORRIDOR CARPET TO BE REPLACED AFTER REMOVAL OF TEMPORARY SOUND ATTENUATION WALL TEMPORARY SOUND ATTENUATION WALL REMOVED AT COMPLETION OF PHASE 1.0 & 2.0 AREA TO REMAIN CLEAR UNTIL COMPLETION OF PHASE 2.0 PHASE 2.1 DN DN FD FD FD PF1 2 3 4 5 6 7 8 9 10 11 12 133.1 E F G H OPEN TO BELOW PHASE 2.0 INGRESS/EGRESS FOR EMPLOYEES PROVIDE DOOR IN BARRIER FOR EMERGENCY CONSTRUCTION EGRESS PROVIDE DOOR IN BARRIER FOR EMERGENCY CONSTRUCTION EGRESS CONTRACTOR BUILD TEMPORARY ACCESS TO SECOND FLOOR BARRIER FIRE ADMIN TO VACATE DURING CONSTRUCTION PROVIDE DOOR IN BARRIER FOR EMERGENCY CONSTRUCTION EGRESS BARRIER BARRIER141234567891011123.1 A B C D AA PHASE 1.0 SPACE IS AVAILABLE FOR BUSINESS INGRESS / EGRESS FOR EMPLOYESS 14 1. CONTROL ALL DUST TO CONTAIN DUST WITHIN THE STRUCTURE, AS DISPATCH MAY BE OPERATIONAL. CLOSE OFF DUCTWORK AS NECESSARY TO CONTROL DUST. OBTAIN DUST PLAN APPROVAL FROM CITY PROJECT MANAGER PRIOR TO PROCEEDING. 2. HVAC DUCT SYSTEM TO BE ISOLATED AND SEALED FROM PHASE OF WORK AND BALANCED FOR OCCUPIED SPACES. 3. TEMPORARY SOUND ATTENUATION WALLS TO BE USED AT AREAS OPENED TO CONSTRUCTION ACTIVITY. PHASE 2.0 PHASE 1.0 CORRIDOR CARPET TO BE REPLACED AFTER REMOVAL OF TEMPORARY SOUND ATTENUATION WALL TEMPORARY SOUND ATTENUATION WALL REMOVED AT COMPLETION OF PHASE 1.0 & 2.0 AREA TO REMAIN CLEAR UNTIL COMPLETION OF PHASE 2.0 UP DN DN DN DN DN PHASE 3.0 PHASE 2.0 1. CONTROL ALL DUST TO CONTAIN DUST WITHIN THE STRUCTURE, AS DISPATCH MAY BE OPERATIONAL. CLOSE OFF DUCTWORK AS NECESSARY TO CONTROL DUST. OBTAIN DUST PLAN APPROVAL FROM CITY PROJECT MANAGER PRIOR TO PROCEEDING. 2. HVAC DUCT SYSTEM TO BE ISOLATED AND SEALED FROM PHASE OF WORK AND BALANCED FOR OCCUPIED SPACES. 3. TEMPORARY SOUND ATTENUATION WALLS TO BE USED AT AREAS OPENED TO CONSTRUCTION ACTIVITY. 10 11 12 13 F G H J K L 14 15 16 /1 G009/1 G009 MATCHLINE PHASE 3.0 LEVEL 1 CONSTRUCTION INGRESS / EGRESS PRIMARY CONSTRUCTION MAIN ENTRNACE PHASE 2.0 LEVEL 1 CONSTRUCTION INGRESS / EGRESS 1 2 3 4 55 66 TYP 7 8 9 9 10 9 111213 14 15 16 16 17 12 18 19 14 7 7 14 EXISTING FIRE LANE FH FH UTILITY ROOM 20 TYP 20 TYP. 14 14 2121 2121 2121 FH 22 23 24 25 2627 12' - 0"92' - 6" SAFETY CENTER 282828 EXISTING (E) CONCRETE PATH (E) FIRE LANE (E) SIDEWALK (E) LANDSCAPE (E) FIRE HYDRANT (E) LIGHT POLE (E) CHAIN -LINK FENCE LINE (E) GATE (E) ITEM REMOVED (E) FH A104 5 A103 1 1 2 3 4 A303 1 (E)55 6 TYP. (3) 7 8 (E) PARKING COUNT: 7 (E) PARKING COUNT: 12 (E) PARKING COUNT: 18 (N) PARKING COUNT: 10 A102 4 9 10 1111 7 A102 3 7 12 FH FH 1313 TYP. 13 14 15 SAFETY CENTER 50' - 0"20' - 0"2 0 ' - 0 "150' - 0"R 15' - 0"R 15' - 0"12 TYP. (SE-5) FIBER ROLL, ALONG SLOPE (SE-1 SILT FENCE, NEXT TO DRAINAGE DITCH WM-1 WM-5 WM-6 WM-8 WM-9 (E) DRAINAGE DITCH TO REMAIN (EC-2) PRESERVATION OF EXISITNG (SE-6) GRAVEL BAG BERM/BARRIER EDGE OF SLOPE (DASHED LINE) SE-7 1 EV 2 EV 3 EV 4 EV / ACCESSIBLE 1 ADA VAN 2 ADA 3 ADA 16 TYP.17 TYP. 18 19 20 A102 1 A102 2 TYP.(3) 21 TYP.(3) EXISTING NEW (E) CONCRETE PATH (E) FIRE LANE (E) SIDEWALK (E) LANDSCAPE (E) FIRE HYDRANT MAIN BUILDING ENTRY (E) LIGHT POLE (E) FENCE LINE (E) GATE ACCESSIBLE PATH OF TRAVEL PATHWAY TO ACCESSIBLE RESTROOM AND ELEVATOR (E) (E) (N) FH 1. ALL LANDSCAPE SHOWN IN SITE PLAN IS EXISTING TO REMAIN U.N.O. PROTECT DURING CONSTRUCTION. 2. ALL (E) SITE LIGHT POLES TO RECEIVE NEW LIGHT FIXTURES, REFER TO ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. 3. NO EASEMENTS ON PROPERTY 4. NO MAJOR GRADING. SITE WORK LIMITED TO 1,110 S.F. AT NEW DUTY LOCKER SHADE STRUCTURE. 5. ALL PROPERTY LINES, EASEMENTS AND BUILDINGS, EXISTING AND PROPOSED, ARE SHOWN ON THIS SITE PLAN, SEE SHEET G002-A FOR PARCEL MAP. 6. ALL SURFACE WATER WILL DRAIN AWAY FROM BUILDING. THE GRADE SHALL FALL A MINIMUM OF 5% WITHIN THE FIRST 10 FEET (2% FOR IMPERVIOUS SURFACES) PER SEC. 1804.4 GENERAL NOTES (N) EV (N) ADA (E) STALLS MOTORCYCLE 4 3 0 0PARKING @ FRONT: 0 0 47 6PARKING @ REAR: TOTAL PARKING COUNT: PARKING COUNT (N) STALLS 2 0 4 3 47 6 2 MIN. NUMBER OF REQUIRED ACCESSIBLE PARKING SPACES (TABLE 11B-208.2): TOTAL PARKING STALLS: 56 (Including 4 EVCS and 3 ADA STALLS) REQUIRED ADA STALL: 3 (1 VAN) SE-1 SE-5 EC-2 SE-10 SE-6 EC-1, EC-4 TR-1 WM-1 WM-5 WM-6, WM-8 WM-9 SE-7 SILT FENCE FIBER ROLL PRESERVATION OF EXISTING INLET PROTECTION GRAVEL BAG BERM / BARRIER DIRECTION/ COURSE OF FLOW HYDRAULIC MULCH / HYDROSEED STABILIZED CONSTRUCTION ENTRANCE MATERIALS DELIVERY AND STORAGE AREA TEMPORARY TRASH / SOLID WASTE HAZARDOUS AND CONCRETE WASTE MANAGEMENT SANITARY WASTE (PORTABLE TOILET) STREET SWEEPING AND VACUUMING WM-1 WM-5 WM-6 WM-8 WM-9 SE-7 SCALE: 1" = 20'-0" REF: A301 A101 1 CAMPUS SITE PLAN EXISTING NEW (E) CONCRETE PATH (E) FIRE LANE (E) SIDEWALK (E) LANDSCAPE (E) FIRE HYDRANT MAIN BUILDING ENTRY (E) LIGHT POLE (E) FENCE LINE (E) GATE ACCESSIBLE PATH OF TRAVEL PATHWAY TO ACCESSIBLE RESTROOM AND ELEVATOR (E) (E) (N) FH 6 WIDTH OF CONCRETE PAD 11' - 5"LENGTH OF CONCRETE PAD25' - 6"WIDTH OF GENERATOR 4' - 5"LENGTH OF GENERATOR18' - 6"A800 5 7 SLOPE 2%SLOPE 2% 10 11 TYP (QTY. 3) NO SLOPE ON CURB 1 EV 2 EV 3 EV 4 EV / ACCESSIBLE 1 ADA VAN 2 ADA 3 ADA 1 9' - 1" SLOPE 5% TYP. (3 QTY.)2% MAX. SLOPE TYP.2% MAX. SLOPE TYP.TYP.3' - 0"6 A800 1 P 2 P 1 2 A800 3 TYPA800 2 TYP33 3 4 4 45 2' - 0" A800 12 8 9 MAX.SLOPE 1%SLOPE 1%SLOPE 1%TYP. ( 10 QTY.) 12 A800 4 13 1313 18' - 0"4' - 7"EQ.EQ.EQ.EQ.EQ.9' - 0"8' - 0"5' - 0" 9' - 0"8' - 0"9' - 0" 14 14 EQ. EV VEHICLE PARKING ONLY EV VEHICLE PARKING ONLY EV VEHICLE PARKING ONLY EV VEHICLE PARKING ONLY 3 102' - 10" 36"36"36"36"A CONCRETE ANCHOR PER MANUFACTUER SPECIFICATIONS 36 1/8"30 7/8"3 1/4"MANUFACTUERE: LANDSCAPE FORMS SERIES: LOOP BIKE RACK -35 COLLECTION MATERIAL: ALUMINUM CASTING, POWDERCOAT FINISH COLOR: METALIC SILVER BIKE RACK ELEVATIONA 30"72"50"10' - 6"5' - 0" DURA BIKE LOCKER MODEL: DLVP VERTICAL MATERIAL: GALVANIZED STEEL A DASH LINE INDICATES BIKE CLEARANCE 4.2.6. 1.2.3. EXISTING CONCRETE CURB 10" FRONT 30"73"TOP 30"50"BACK 73"50" SIDE BIKE LOCKE ELEVATIONA DURA BIKE LOCKERS: COLOR: GRAPHITE DOOR TYPE: PEROFRATED LOCK: PAD LOCK *REFER TO SPECS FOR MORE INFO FLOOR MOUNTED PER MANUFACTURER RECOMMENDATIONS 1 11 1 222 3 4 4 5 6 TYP. S A F E T Y C E N T E R S T A F F P R I V A T E O F F I C E A N D R E S T R O O M S I Z E -1 0 ' x 3 2 ' S A F E T Y C E N T E R S T A F F S I Z E -2 4 ' x 6 0 '5 O F F I C E S 2 R E S T R O O M S S A F E T Y C E N T E R S T A F F S I Z E -2 4 ' x 6 0 '5 O F F I C E S 2 R E S T R O O M S S A F E T Y C E N T E R S T A F F S I Z E -2 4 ' x 6 0 '5 O F F I C E S 2 R E S T R O O M STRANSFORMER P R I V A T E O F F I C E S T A F F T R A I L E R S I Z E -1 0 ' x 3 2 'P R I V A T E O F F I C E S T A F F T R A I L E R S I Z E -1 0 ' x 3 2 'S A F E T Y C E N T E R S T A F F S I Z E -2 4 ' x 6 0 ' 5 O F F I C E S 2 R E S T R O O M S S A F E T Y C E N T E R S T A F F P R I V A T E O F F I C E A N D R E S T R O O M S I Z E -1 0 ' x 3 2 ' S A F E T Y C E N T E R S T A F F P R I V A T E O F F I C E A N D R E S T R O O M S I Z E -1 0 ' x 3 2 'REFRI GERATORS CONNEX BOXSI ZE -8' x 20' S T A F F P A R K I N G S T A F F P A R K I N G S T O R A G E T R A I L E R S S T O R A G E T R A I L E R S T R A I L E R SDECORATION S T O R A G E EXISTING NEW (E) CONCRETE PATH (E) FIRE LANE (E) SIDEWALK (E) LANDSCAPE OFFICE TRAILER SHOWER AREA (E) LIGHT POLE (E) GATE ACCESSIBLE PATH OF TRAVEL (E) (N) FOR SLAB SIZE SEE STRUCT. DWG'S. 10' - 2 1/2" 7 T.O.P.10' - 8"T.O.W.8' - 6"6' - 4"1' - 6"3 1/2"4"10 4 6 11 12 13 11 5 1/4" 0" / 1'-0" 11' - 2" . SLOPE 2% 167 A821 1 TYP A821 2 TYP 2 A104 TYP.2' - 0"TYP. 2' - 0" 9' - 6" 9' - 0" 9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"7 11 10 4 6 13 9 15 15 16 TYP. (13 QTY.) 2 A104 7 3' - 2"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"9' - 6"3' - 7" 10 117 4 11 7 14 TYP. (9 QTY.) 16 TYP. (13 QTY.)1 A821 TYP 3 A821 TYP MANUFACTURER: TIFFIN METAL PRODUCTS COLOR: GRAY SMOKE MANUFACTURER: TIFFIN METAL PRODUCTS COLOR: SILVER MANUFACTURER: TIFFIN METAL PRODUCTS COLOR: RGALIA BLUE 2 A104 1 22 3 4 5 6 (40 COUNT 3 TIER = 120 TOTAL) A104 1 (N) PARKING COUNT: 10 6' - 1"8 V.I.F.10' - 4"9 TYP. (10 QTY.)5' - 0 1/2"3' - 0"1' - 4"10' - 0"17 18 19 A800 12 UP UP FD FD FDFD FD 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA J OPEN 1 1 1 1 FIELD EQUIP. 153 STOR 155 SGT 156 SGT 157 REPORT WRITING 154 EVIDENCE VEHICLES 136 DRYING CLOSET 155 TRAFFIC 106 FINGER PRINTING 104 CRIME PREVENTION 103A INTERVIEW /PRESS 165 WORK 166 RECORDS 168 STORAGE 167 INTERVIEW 164 LOUNGE/ STORAGE 111 COMM/ SUPERVISOR 110 2 3 DRYING 153 SHOWER #2 153 SHOWER #4 153 SHOWER #1 153 4 5 6 1 1 1 1 1 PUBLIC RELATIONS 103 77 6 6 8 9 10 11 12 LOBBY 101 PUBLIC INQUIRY 168 WATCH COMMAND 168 A.V. EQUIP 160 WET CLOSET 157A ARMORY 152 OFFICE 150 CRIME LAB 135 CORRIDOR 116 ATRIUM 103 WOMENS LOCKER 120 13131313 13 TYP. 1 SUPPLY REPAIR 152 14 14 15 15 5 9 15 TRAFFIC SUPERVISOR 108 VEST 166 MEN'S LOCKERS 164 VESTIBULE 162 PHYSICAL FITNESS 161 MEN'S 163 VESTIBULE 167 METER ROOM 173 WOMEN'S 168 ELEC. ROOM 174 STORAGE 185 DRYING ROOM/CHEMICAL STORAGE184 SALLY PORT 181 PROPERTY & EVIDENCE 159 CORRIDOR 193 MECH EQUIP 171 CORRIDOR 192 RADIO COMPUTER EQUIP 143 ELEC 142 DISPATCH CENTER 144 CORRIDOR 195 WOMEN 148 MEN 149 RECEPTION ENQUIRY 133 COFFEE 123 BRIEFING 121 ELEV EQUIP 175 STAIR#1 ST01 ELEV #1 EL01 RECORDS SUPERVISOR 110 STAIR #2 ST02 ELEV EQUIP 172 VESTIBULE ROOM 199 ELEV #2 EL02 16 17 18 13 19 (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) 11 20 2122 21 21 23 9 20 24 24 25 26 27 28 292929 30 31 32 33 34 TYP 8 TYP 35 36 34 36 33 3237 3434 37 1 FEC FEC FE FECFEC FE FE(WORK LIMITED TO EOC WING STRUCTURAL RETROFIT) 38 39 40 41 41 42 TYP. 42 TYP. 43 TYP 43 TYP 44 14 /1 A202.1/1 A202.1 MATCHLINE 1 1 35 45 45 4545 DEMO (E) WALL DEMO (E) DOOR SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY LINE INDICATES DEMOLITION OF VINYL WALL PAPER AND CHAIR RAIL (E) FIRE EXTINGUHISER CABINET(FEC), & (E) FIRE EXTINGUISHER (FE) (E)(N)(E) EXISTING(N) NEW FEC FE 1.CONTRACTOR TO REMOVE ALL EXISTING WINDOW SHADES AND INSTALL NEW, SEE FLOOR PLAN SHEET A205 FOR BASE BID AND ALTERNATE BID. 2.COORDINATE WITH POLICE DEPARTMENT (PD) TO PROTECT IN PLACE OR REMOVE, STORE AND REINSTALL ALL EXISTING EXHIBITS, MEMORABILIA, SIGNAGE, PHOTOS, PICTURE FRAMES, WALL MOUNTED ITEMS AND WAYFINDING SIGNAGE DURING CONSTRUCTION. 3.CONTRACTOR TO PROTECT ALL EXISTING FIRE RATED CONSTRUCTION IN PLACE U.N.O. -PATCH AND REPAIR IF ANY AREAS ARE OBSERVED TO BE DAMAGED OR DEFICIENT -ALL NEW PENETRATIONS THROUGH RATED AREAS TO BE FIREPROOFED. FIELD VERIFY. 4.DEMOLISH WALLS, CASEWORK, PLUMBING AND ANY OTHER ITEMS NECESSARY TO BUILD OUT NEW PLAN. 5.REMOVE ALL FLOORING WHERE FLOORING HATCH IS SHOWN ON FINISH PLAN. 6.REMOVE ALL WALLPAPER AND CHAIR RAILS AT CORRIDORS. 7.ALL (E) WALLPAPER ON WALLS TO BE REMOVED IN ITS ENTIRETY, PREP GYP. BD. TO RECEIVE NEW PAINT, WITH LEVEL FOUR SKIM COAT, REMOVE BLISTERS. 8. REPLACEMENT OF ALL GLASS BLOCK WITH NEW STOREFRONT WINDOWS TO BE LAMINATED GLASS WITH FRIT PATTERN. REFER TO STOREFRONT WINDOW SCHEDULE. 9.REMOVE ALL EXISTING WOOD BASEBOARD AND REPLACE WITH NEW, REFER TO FINISH SHCEDULE. 10.ALL EXISTING ELECTRICAL LINES, CONDUIT, PIPES, AC DUCTING AND INFRASTRUCTURE THAT ARE FOUND DEFECTIVE SHALL BE IDENTIFIED AND BROUGHT TO THE ATTENTION OF THE CONTRACTOR, ARCHITECT AND CITY PROJECT MANAGER. 11.V.I.F. LOCATION OF (E) FIRE EXTINGUISHERS. IF A CABINET IS NOT SHOWN ON PLANS COORDINATE WITH ARCHITECT TO DETERMINE WHETHER IT SHOULD REMAIN OR BE DEMOLISHED. 12. ALL EQUIPMENT, DEVICES, AND APPURTENANCES SHALL BE RELOCATED IF FOUND TO CONFLICT WITH INTERIOR MODIFICATIONS. THIS INCLUDES HVAC, LIFE SAFETY DEVICES, POLICE RADIOS. THE VACUUM MAIL DELIVERY SYSTEM IS TO BE ABANDONED IN PLACE. SCALE: 1/8" = 1'-0" REF: A301 A201 1 DEMOLITION FLOOR PLAN - LEVEL 1 DN DN 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW 1 WAITING & DISPLAY 257 CORRIDOR 206 INVESTIGATIVE SERVICES 224 FILM PROCESS 240A PRINTS 243B KITCHEN 244B LIBRARY 253 VEST 237 VEST 240 CORRIDOR 236 2 3 4 1 1 1 5 5 1 TAPE & MONITOR 224 INVEST CAPTAIN 225 INVEST CAPTAIN 226 VICE / NARCOTICS 228 CUST. 239 TRANNING OFFICER 254 RESERVES ASSIST. 258 CLERICAL POOL 251 STAFF LOUNGE 244 WORK / REPRO 256 CONF. 233 EMERG. SERVICES 230 3 3 CSI 225 STAIR #2 ST02 ELEC ROOM 207 VEST 268 ELEV #2 EL02 MECHANICAL EQUIP. 221 CORRIDOR 264 CORRIDOR 262 MEN 232 WOMEN 235 CORRIDOR 264 INTERVIEW 212 STORAGE 274 CLOSET 284 SECRETARY 282 OFFICE 254 TECH SERVICE CAPTAIN255 LIEUT. 258 FIELD SERVICE CAPT.257 ADMIN ASSIST. 258 SECRETARY 291 POLICE CHIEF 289 MEN 292 CLOSET 290 CONFERENCE 288 STOR. 287 COFFEE 286 WOMEN 285 FIRE CHIEF 283 FIRE DIV. CHIEF 281 FIRE ADMIN 280 STORAGE 279 CLERICAL 278 MAIL ROOM 214 INTERVIEW 213 CORRIDOR 215 INVEST SUPERV. 209 CRIME AND VIOLENCE 210 JUVIENILE SERVICES SERGEANT211 EOC DIRECTOR 271 FIRE TRAINING OFFICER272 WORK 273 EMPTY 275 EMS MGR 276 FIRE ANALYST 277 6 7 FECFEC FEC7 8 8 9 9 10 11 11 101213 1412 13 15 15 16 17 16 17 ELEV #1 EL01 18 17 17 1.CONTRACTOR TO REMOVE ALL EXISTING WINDOW SHADES AND INSTALL NEW, SEE FLOOR PLAN SHEET A205 FOR BASE BID AND ALTERNATE BID. 2.COORDINATE WITH POLICE DEPARTMENT (PD) TO PROTECT IN PLACE OR REMOVE, STORE AND REINSTALL ALL EXISTING EXHIBITS, MEMORABILIA, SIGNAGE, PHOTOS, PICTURE FRAMES, WALL MOUNTED ITEMS AND WAYFINDING SIGNAGE DURING CONSTRUCTION. 3.CONTRACTOR TO PROTECT ALL EXISTING FIRE RATED CONSTRUCTION IN PLACE U.N.O. -PATCH AND REPAIR IF ANY AREAS ARE OBSERVED TO BE DAMAGED OR DEFICIENT -ALL NEW PENETRATIONS THROUGH RATED AREAS TO BE FIREPROOFED. FIELD VERIFY. 4.DEMOLISH WALLS, CASEWORK, PLUMBING AND ANY OTHER ITEMS NECESSARY TO BUILD OUT NEW PLAN. 5.REMOVE ALL FLOORING WHERE FLOORING HATCH IS SHOWN ON FINISH PLAN. 6.REMOVE ALL WALLPAPER AND CHAIR RAILS AT CORRIDORS. 7.ALL (E) WALLPAPER ON WALLS TO BE REMOVED IN ITS ENTIRETY, PREP GYP. BD. TO RECEIVE NEW PAINT, WITH LEVEL FOUR SKIM COAT, REMOVE BLISTERS. 8. REPLACEMENT OF ALL GLASS BLOCK WITH NEW STOREFRONT WINDOWS TO BE LAMINATED GLASS WITH FRIT PATTERN. REFER TO STOREFRONT WINDOW SCHEDULE. 9.REMOVE ALL EXISTING WOOD BASEBOARD AND REPLACE WITH NEW, REFER TO FINISH SHCEDULE. 10.ALL EXISTING ELECTRICAL LINES, CONDUIT, PIPES, AC DUCTING AND INFRASTRUCTURE THAT ARE FOUND DEFECTIVE SHALL BE IDENTIFIED AND BROUGHT TO THE ATTENTION OF THE CONTRACTOR, ARCHITECT AND CITY PROJECT MANAGER. 11.V.I.F. LOCATION OF (E) FIRE EXTINGUISHERS. IF A CABINET IS NOT SHOWN ON PLANS COORDINATE WITH ARCHITECT TO DETERMINE WHETHER IT SHOULD REMAIN OR BE DEMOLISHED. 12. ALL EQUIPMENT, DEVICES, AND APPURTENANCES SHALL BE RELOCATED IF FOUND TO CONFLICT WITH INTERIOR MODIFICATIONS. THIS INCLUDES HVAC, LIFE SAFETY DEVICES, POLICE RADIOS. THE VACUUM MAIL DELIVERY SYSTEM IS TO BE ABANDONED IN PLACE. DEMO (E) WALL DEMO (E) DOOR POLICE CHIEF AND FIRE ADMIN, LIMITED SCOPE OF WORK (SEISMIC RETROFIT, NEW CARPET, NEW PAINT) LINE INDICATES DEMOLITION OF VINYL WALL PAPER AND CHAIR RAIL (E) FIRE EXTINGUHISER CABINET(FEC), & (E) FIRE EXTINGUISHER (FE) (E) (N) EXISTING NEW FEC FE SCALE: 1/8" = 1'-0" REF: A301 A202 1 DEMOLITION FLOOR PLAN - LEVEL 2 UP DN DN DN DN DN 10 11 12 13 F G H J K L 14 15 16 RECORDS 168 192 SF HALLWAY E172 477 SF LOBBY 101 28 SF VEST. E177 241 SF MEN E179 176 SF OFFICE E180 295 SF STORAGE E182 1088 SF EMERGENCY OPERATING CENTER (E.O.C.) E183 1098 SF MEETING ROOM E184 1089 SF MEETING ROOM E185 250 SF AV EQUIP. E186 104 SF CUST. E187 1 2 /1 A201/1 A201 124 SF HALLWAY E181 253 SF LOBBY E175 158 SF WOMEN E178 MATCHLINE 489 SF HALLWAY E176 33 4 5 3333 5 33 33 50 SF ELECT. E188 6 7 8 9 1011 10 10' - 6"13' - 6 1/2"28' - 0"28' - 0"7' - 0"12 12 TYP 13 168 SF RECORDS SUPERVISOR 110 52 SF MEN E173 55 SF WOMEN E174 160 SF PUBLIC INQUIRY 105 14 14 1516 16 15 1515 1717 18 19 1919 19 1.COORDINATE WITH POLICE DEPARTMENT (PD) TO PROTECT IN PLACE OR REMOVE, STORE AND REINSTALL ALL EXISTING EXHIBITS, MEMORABILIA, SIGNAGE, PHOTOS, PICTURE FRAMES, WALL MOUNTED ITEMS AND WAYFINDING SIGNAGE DURING CONSTRUCTION. 2.CONTRACTOR TO PROTECT ALL EXISTING FIRE RATED CONSTRUCTION IN PLACE U.N.O. -PATCH AND REPAIR IF ANY AREAS ARE OBSERVED TO BE DAMAGED OR DEFICIENT -ALL NEW PENETRATIONS THROUGH RATED AREAS TO BE FIREPROOFED. FIELD VERIFY. 3.PROTECT ALL EXISTING FLOORING IN THE EOC WING. REPLACE ANY FLOORING AFFECTED BY THE STRUCTURAL RETROFIT TO MATCH EXISTING CONDITIONS. 4. REPLACEMENT OF ALL GLASS BLOCK WITH NEW STOREFRONT WINDOWS TO BE LAMINATED GLASS WITH FRIT PATTERN. REFER TO STOREFRONT WINDOW SCHEDULE. 5.ALL EXISTING ELECTRICAL LINES, CONDUIT, PIPES, AC DUCTING AND INFRASTRUCTURE THAT ARE FOUND DEFECTIVE SHALL BE IDENTIFIED AND BROUGHT TO THE ATTENTION OF THE CONTRACTOR, ARCHITECT AND CITY PROJECT MANAGER. 6.V.I.F. LOCATION OF (E) FIRE EXTINGUISHERS. IF A CABINET IS NOT SHOWN ON PLANS COORDINATE WITH ARCHITECT TO DETERMINE WHETHER IT SHOULD REMAIN OR BE DEMOLISHED. 7. ALL EQUIPMENT, DEVICES, AND APPURTENANCES SHALL BE RELOCATED IF FOUND TO CONFLICT WITH INTERIOR MODIFICATIONS. THIS INCLUDES HVAC, LIFE SAFETY DEVICES, POLICE RADIOS. THE VACUUM MAIL DELIVERY SYSTEM IS TO BE ABANDONED IN PLACE. 8. ALL INTERIOR FINISHES SUCH AS WALL-VINYL, PAINT, WOOD BASE, & WAINSCOT ARE EXISTING TO REMAIN, PROTECT IN PLACE DURING CONSTRUCTION AND PATCH AND REPAIR TO MATCH EXISTING IF AFFECTED BY STRUCTURAL RETROFIT WORK. 9. DEMO REGIONS ARE USED AS AN INDICATION OF AREA OF WORK, EXTENT OF DEMO MAY VARY, CONTRACTOR TO CONFIRM IN FIELD. DEMO (E) DOOR (E) (N) EXISTING NEW FEC FE DASHED LINE INDICATES (E) K-BRACING (E) FIRE EXTINGUHISER CABINET (FEC), & (E) FIRE EXTINGUISHER (FE) DASHED LINE INDICATES AREAS OF PORTION OF WALL TO BE DEMOLISHED TO ACCES THE BUILDING STRUCTURE FOR RETROFIT SCOPE, REFER TO ELEVATION /12 A513.1 CAMCAM CAMCAMCAMCAMCAMCAMCAMCAMCAMCAM CAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAM CAMCAMCAMS1 Enter Tag HereCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAMCAM CAMCAMCAMCAM CAMCAMCAMS1 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA OPEN OPEN 1 22 OPEN 33 3 33 3 4 2 22 22 22 22 5 6 22 22 2222 2 2 22 2 2 22 7 FIELD EQUIP. 153 STOR 155 SGT 156 SGT 157 REPORT WRITING 154 EVIDENCE VEHICLES 136 DRYING CLOSET 155 TRAFFIC 106 FINGER PRINTING 104 CRIME PREVENTION 103A INTERVIEW /PRESS 165 WORK 166 RECORDS 168 STORAGE 167 INTERVIEW 164 LOUNGE/ STORAGE 111 COMM/ SUPERVISOR 110 DRYING 153 SHOWER #2 153 SHOWER #4 153 SHOWER #1 153 PUBLIC RELATIONS 103 LOBBY 101 PUBLIC INQUIRY 168 WATCH COMMAND 168 A.V. EQUIP 160 WET CLOSET 157A ARMORY 152 OFFICE 150 CRIME LAB 135 CORRIDOR 116 ATRIUM 103 WOMENS LOCKER 120 SUPPLY REPAIR 152 TRAFFIC SUPERVISOR 108 VEST 166 MEN'S LOCKERS 164 VESTIBULE 162 PHYSICAL FITNESS 161 MEN'S 163 VESTIBULE 167 METER ROOM 173 WOMEN'S 168 ELEC. ROOM 174 STORAGE 185 DRYING ROOM/CHEMICAL STORAGE184 SALLY PORT 181 PROPERTY & EVIDENCE 159 CORRIDOR 193 MECH EQUIP 171 CORRIDOR 192 RADIO COMPUTER EQUIP143 ELEC 142 DISPATCH CENTER 144 CORRIDOR 195 WOMEN 148 MRN 149 RECEPTION ENQUIRY 133 COFFEE 123 BRIEFING 121 ELEV EQUIP 175 STAIR#1 ST01 ELEV #1 EL01 RECORDS SUPERVISOR 110 STAIR #2 ST02 ELEV EQUIP 172 VESTIBULE ROOM 199 ELEV #2 EL02 2 2 2 2 A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0"A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. C 9' -0" A.F.F. C 9' -0" A.F.F. C 9' -0" A.F.F. C 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. C 9' -0"A.F.F. C 9' -0" A.F.F. C 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. B 9' -0"A.F.F. F 9' -0" A.F.F. F 9' -0" A.F.F. F 9' -0" A.F.F. F 9' -0" A.F.F. B 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" 8 (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) 910 22 2 2 2 2 1111 14 MATCHLINE /1 A204.1/1 A204.1 (WORK LIMITED TO EOC WING STRUCTURAL RETROFIT) 1 1 A D E ACT SUSPENDED CEILING SYSTEM - 2 X 2 ACOUSTIC LAY-IN CEILING SYSTEM, SEE DETAILS GYPSUM BOARD CEILING -1/2" TYPE 'X' GYP. BD. SUSPENDED CEILING SYSTEM, SEE DETAILS OPEN TO STRUCTURE SUPPLY AIR DIFFUSER -TO BE DEMOLISHED 2'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN B 1 X 1 GLUE-ON ACOUSTIC CEILING TILE ON GWB RETURN AIR GRILLE -TO BE DEMOLISHED 1'x4' RECESSED LIGHT FIXTURE -TO BE DEMOLISHED C CERAMIC CEILING TILE CEILING AREA TO BE DEMOLISHED SUPPLY AIR DIFFUSER -EXISTING TO REMAIN 2'x4' RECESSED LIGHT FIXTURE -TO BE DEMOLISHED RETURN AIR GRILLE -EXISTING TO REMAIN 1'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN EXHAUST FAN -EXISTING TO REMAIN EXHAUST FAN DIFFUSER -TO BE DEMOLISHED F SLOTTED METAL CEILING SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY SCALE: 1/8" = 1'-0" REF: A301 A203 1 DEMOLITION REFLECTED CEILING PLAN - LEVEL 1 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA OPEN TO BELOW 1 2 2 3 33 33 33 3 2 2 WAITING & DISPLAY 257 CORRIDOR 206 INVESTIGATIVE SERVICES 224 FILM PROCESS 240A PRINTS 243B KITCHEN 244B LIBRARY 253 VEST 237 CORRIDOR 236 TAPE & MONITOR 224 INVEST CAPTAIN 225 INVEST CAPTAIN 226 VICE / NARCOTICS 228 CUST. 239 TRANNING OFFICER 254 RESERVES ASSIST. 258 CLERICAL POOL 251 STAFF LOUNGE 244 WORK / REPRO 256 CONF. 233 EMERG. SERVICES 230 CSI 225 STAIR #2 ST02 ELEC ROOM 207 VEST 268 ELEV #2 EL02 MECHANICAL EQUIP. 221 CORRIDOR 264 CORRIDOR 262 MEN 232 WOMEN 235 CORRIDOR 264 INTERVIEW 212 STORAGE 274 CLOSET 284 SECRETARY 282 OFFICE 254 TECH SERVICE CAPTAIN255 LIEUT. 258 FIELD SERVICE CAPT.257 ADMIN ASSIST. 258 SECRETARY 291 POLICE CHIEF 289 MEN 292 CLOSET 290 CONFERENCE 288 STOR. 287 COFFEE 286 WOMEN 285 FIRE CHIEF 283 FIRE DIV. CHIEF 281 FIRE ADMIN 280 STORAGE 279 CLERICAL 278 MAIL ROOM 214 INTERVIEW 213 CORRIDOR 215 INVEST SUPERY 209 CRIME AND VIOLENCE 210 JUVIENILE SERVICES SERGEANT211 EOC DIRECTOR 271 FIRE TRAINING OFFICER272 WORK 273 EMPTY 275 EMS MGR 276 FIRE ANALYST 277 33 33 33 A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0"A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. B 9' -0" A.F.F. B 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. F 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 23' -10" A.F.F. D 23' -10" A.F.F. B 9' -0" A.F.F. B 9' -0" A.F.F. D 9' -0" A.F.F. B 9' -0" (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) 33 33 33 444 5 5 5 5 5 5 5 A D E ACT SUSPENDED CEILING SYSTEM - 2 X 2 ACOUSTIC LAY-IN CEILING SYSTEM, SEE DETAILS GYPSUM BOARD CEILING -5/8" TYPE 'X' GYP. BD. SUSPENDED CEILING SYSTEM, SEE DETAILS OPEN TO STRUCTURE SUPPLY AIR DIFFUSER -TO BE DEMOLISHED 2'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN B 1 X 1 GLUE-ON ACOUSTIC CEILING TILE ON GWB RETURN AIR GRILLE -TO BE DEMOLISHED 1'x4' RECESSED LIGHT FIXTURE -TO BE DEMOLISHED C CERAMIC CEILING TILE CEILING AREA TO BE DEMOLISHED SUPPLY AIR DIFFUSER -EXISTING TO REMAIN 2'x4' RECESSED LIGHT FIXTURE -TO BE DEMOLISHED RETURN AIR GRILLE -EXISTING TO REMAIN 1'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN EXHAUST FAN -EXISTING TO REMAIN EXHAUST FAN DIFFUSER -TO BE DEMOLISHED POLICE CHIEF AND FIRE ADMIN, LIMITED SCOPE OF WORK (SEISMIC RETROFIT, NEW CARPET, NEW PAINT) F SLOTTED METAL CEILING SCALE: 1/8" = 1'-0" REF: A301 A204 1 DEMOLITION REFLECTED CEILING PLAN - LEVEL 2 CAM CAMCAMS1 S1 SP2 SP2 SP2 SP2 S1 S1 S1 SP2 SP2 SP2 SP2 S1 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 S1 Enter Tag Here FDFDCAM CAMCAMS1 S1 SP2 SP2 SP2 SP2 S1 S1 S1 SP2 SP2 SP2 SP2 S1 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 SP2 S1 10 11 12 13 F G H J K L 14 15 16 FINGER PRINTING 104 A.F.F. A 9' -0" 192 SF HALLWAY E172 253 SF LOBBY E175 489 SF HALLWAY E176 28 SF VEST. E177 158 SF WOMEN E178 241 SF MEN E179 176 SF OFFICE E180 124 SF HALLWAY E181 295 SF STORAGE E182 250 SF AV EQUIP. E186 104 SF CUST. E187 50 SF ELECT. E188 A.F.F. D 9' -0" A.F.F. D 9' -0"A.F.F. D 9' -0" A.F.F. D 9' -0"A.F.F. D 9' -0"A.F.F. A 9' -0"A.F.F. D 9' -0" A.F.F. A 8' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" /1 A203/1 A203 MATCHLINE 11 1 2 222 22 1088 SF EMERGENCY OPERATING CENTER (E.O.C.) E183 1098 SF MEETING ROOM E184 1089 SF MEETING ROOM E185 A.F.F. A 13' -0"A.F.F. A 13' -0" A.F.F. A 13' -0" A.F.F. D 11' -9"A.F.F. D 11' -9"A.F.F. D 11' -9" 3 TYP 168 SF RECORDS SUPERVISOR 110 52 SF MEN E173 55 SF WOMEN E174 4 4 876 SF RECORDS 109 477 SF LOBBY 101 22 22 11 1 5 6 7 TYP. TYP. A ACT SUSPENDED CEILING SYSTEM - 2 X 2 ACOUSTIC LAY-IN CEILING SYSTEM, SEE DETAILS D GYPSUM BOARD CEILING -1/2" TYPE 'X' GYP. BD. SUSPENDED CEILING SYSTEM, SEE DETAILS SUPPLY AIR DIFFUSER -TO BE DEMOLISHED 2'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN RETURN AIR GRILLE -TO BE DEMOLISHED 1'x4' RECESSED LIGHT FIXTURE -TO BE DEMOLISHED CEILING AREA TO BE DEMOLISHED SUPPLY AIR DIFFUSER -EXISTING TO REMAIN 2'x4' RECESSED LIGHT FIXTURE -TO BE DEMOLISHED RETURN AIR GRILLE -EXISTING TO REMAIN 1'x4' RECESSED LIGHT FIXTURE -EXISTING TO REMAIN EXHAUST FAN -EXISTING TO REMAIN EXHAUST FAN DIFFUSER -TO BE DEMOLISHED F SLOTTED METAL CEILING INDICATES PORTION OF CEILING TO BE REMOVED AND REINSTALLED AFTER STRUCTURAL SCOPE OF WORK IS COMPLETE. INSTALL NEW CEILING TO MATCH EXISTING IF CEILING BECOMES DAMAGED DURING REMOVAL. UP UPTTT TT TTTTT T TTT T TTTTTTTTTTT T TT TT T T TT TTTTTTT TT TT T TTT 2 A310 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA A301 1 A302 3 A3024 A301 2 608 SF WOMEN'S LOCKERS 169 775 SF MECH EQUIP 171 68 SF ELEV EQUIP 172 231 SF ELEC. ROOM 174 884 SF PHYSICAL FITNESS 161 298 SF MEN'S 163 1521 SF MEN'S LOCKERS 164 42 SF VEST 166 121 SF TRAFFIC SUPERVISOR 108 1265 SF SALLY PORT 181 969 SF PROPERTY & EVIDENCE 159 165 SF EVIDENCE 157 143 SF NARCOTICS 158 992 SF DISPATCH CENTER 144 272 SF MASTER MPOE / MDF ROOM 143 127 SF COMM SUPERVISOR 145 508 SF CRIME ANALYST 141 57 SF WOMEN 148 56 SF MEN 149 191 SF BATTERY CHARGING/ SHOTGUN STORAGE 126 27 SF COFFEE 123 488 SF TRAFFIC 116 103 SF ELEV EQUIP 175 47 SF ELEV. #1 EL01 33 SF METER ROOM 173 33 SF VESTIBULE 167 31 SF VESTIBULE 162 169 SF VESTIBULE ROOM 199 168 SF RECORDS SUPERVISOR 110 67 SF EVIDENCE LOCKERS 194 210 SF STAIR #1 ST01 89 SF ELEV. #2 EL02 217 SF WOMEN'S 168 351 SF CST 151 258 SF PUBLIC COUNTER 104 516 SF WATCH COMMANDER 133 477 SF LOBBY 101 1242 SF BRIEFING 121 103 SF TRAFFIC OFFICE 114 103 SF TRAFFIC OFFICE 115 402 SF PATROL SERGEANT 111 139 SF MEETING ROOM 112 876 SF RECORDS 109 319 SF LOUNGE 146 87 SF ELECT. 142 157 SF HALLWAY 192 364 SF HALLWAY 191 364 SF HALLWAY 193 453 SF HALLWAY 195 104 SF OFFICE 152 153 SF STORAGE 182 129 SF STORAGE 185 74 SF MEETING 106 55 SF DRY CLEANING 125 81 SF HALLWAY 103 41 SF CRIME LIVESCAN 107 160 SF PUBLIC INQUIRY 105 144 SF BAG TAG 156 124 SF REAR ENTRY 122 A509 1 A510 1 114 SF STAIR #2 ST02 A503 2 A504 2 A503 1 1 A310 85 SF INTERVIEW 160 5' - 6"5' - 6"5' - 6"5' - 6"5' - 6"8' - 0" 112 SF WATCH COMM OFFICE 134 83 SF OFFICE 154 525 SF HOMLESS OUTREACH 155 762 SF HALLWAY 197 83 SF WOMEN'S SHOWERS 170 141 SF MEN'S SHOWERS 165 107 SF INTERVIEW ROOM 183 99 SF CST OFFICE 153 168 SF TRAFFIC OFFICE 113 768 SF ATRIUM / REPORT WRITING 131 78 SF HALLWAY 147 123 SF DRYING ROOM 184 108C 158B 181C 158A 148 149 193 191 174 161 162 167 163A 164 175 171 159 145 173 101G 172 199B 144 183 184 156B 142 125 160 143 147A 197 146B 133A 103 108A 101A 104 106 111 105 166 147B 126 121A 121B 134 112 114115 113116 154 152 153A 155 151 133B 141 163B 109B 132 124 110 30 SF AV ROOM 124 182 185 181E 181D 181A 181B 181F 122 56 SF IDF ROOM 1 132 168 564 SF HALLWAY 198 D G G G G H J A507 14 15 A507 13 A504 1 A506 6 F 1 2 157A 157B A507 2 A507 1 3 3 3 3 3 A507 12 109A 4 109C 157C 107 601 SF HALLWAY 196 ENTRY VESTIBULE 102 424 SF A507 16 101B A508 1 L 3 5 6 7 3 3 3 8 9 10 3 3 3 3 11 3 3 3 3 3 1 12 12 13 1212 108B 156A 146A 4 14 15 16 17 18 102A102B B1 C1 C2 E FEC FEC FEC FEC4 (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) 19 19 20 20 20 19 19 19 19 2 2 2 199A 159A .. 14' - 8 9 / 1 6 "12 1212 12 8' - 6 13/3 2 "12 12' - 6 1/4"12 36' - 4"12 1 A313 A501 1 21 22 22 A 4 23 24 D PFE FEC FECPFE PFE FEC25 26 26 27 TYP. 27 TYP. 28 29 (WORK LIMITED TO EOC WING STRUCTURAL RETROFIT) MATCHLINE /1 A208.1/1 A208.1 1 1 30 A812 15 1 A503 13 INDICATES DOOR TYPE PER DOOR SCHEDULE. SEE SHEET A701 & A702 INDICATES STOREFRONT WINDOW TYPE PER WINDOW SCHEDULE. SEE SHEET A703 & A704 KEYNOTE TAG FLOOR DRAIN, REFER TO PLUMBING (FEC) FIRE EXTICABINET, REFER TO DETAIL 15B/A801 (PFE) PORTABLE FIRE EXTINGUISHER, REFER TO DETAIL 15A/A801 XX X XX FD FEC NEW WALLS -6" ABOVE CEILING SEE DETAIL 10/A803 EXISTING WALL TO REMAIN NEW WALLS -TO UNDERSIDE OF DECK (N) DOOR WITH ADA CLEARANCE WINDOW SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY PFE 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. COORDINATE MOMENT FRAME LOCATIONS PER STRUCTURAL DRAWINGS. 3. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDE CORNER U.N.O. 4. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY. 5. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE. ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION. 6. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/ MOUNTING OF WALL HUNG ITEMS PER DETAIL 13/A901 7. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO BE NOMINAL FINISH FACE OF GYPSUM BOARD UNLESS NOTED TO THE CENTERLINE OF THE PARTITION. 7.WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 8.PREP, PRIME AND PATCH EXISTING WALL AND COLUMNS SURFACE TO PREPARE FOR NEW PAINT. 9.PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH U.L. RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS. 10.FOR ADDITIONAL INFORMATION REFER TO MECHANICAL, ELECTRICAL AND INTERIOR DESIGN DRAWINGS. 11.SEE DETAIL SHEETS A803 & A804 FOR NEW WALL AND FRAMING DETAILS. 12.ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SCALE: 1/8" = 1'-0" REF: A301 A205 1 PROPOSED FLOOR PLAN - LEVEL 1 UP UP 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA I3 I2 I3 I2 I2 I2 I2 I2 I2 I2 I3 I2I2 I2 I3 I2 I2 I3 I2 I2 I2I2 I2 I2I2 I2 I10 I2 I2 I2 I2 I8 I2 I2 I2 I2 I2 I2I2 I2 I2 I2 I3I3I2 I2 I5 I5 I2 I2 I2 I2 I2 I3 I3 I3 I3 I2 I2 I2 I2 I2 I3 I2 I2 I3 I2 608 SF WOMEN'S LOCKERS 169 775 SF MECH EQUIP 171 68 SF ELEV EQUIP 172 231 SF ELEC. ROOM 174 884 SF PHYSICAL FITNESS 161 298 SF MEN'S 163 1521 SF MEN'S LOCKERS 164 42 SF VEST 166 121 SF TRAFFIC SUPERVISOR 108 1265 SF SALLY PORT 181 969 SF PROPERTY & EVIDENCE 159 165 SF EVIDENCE 157 143 SF NARCOTICS 158 992 SF DISPATCH CENTER 144 272 SF MASTER MPOE / MDF ROOM 143 127 SF COMM SUPERVISOR 145 508 SF CRIME ANALYST 141 57 SF WOMEN 148 56 SF MEN 149 191 SF BATTERY CHARGING/ SHOTGUN STORAGE 126 27 SF COFFEE 123 488 SF TRAFFIC 116 103 SF ELEV EQUIP 175 47 SF ELEV. #1 EL01 33 SF METER ROOM 173 33 SF VESTIBULE 167 31 SF VESTIBULE 162 169 SF VESTIBULE ROOM 199 168 SF RECORDS SUPERVISOR 110 67 SF EVIDENCE LOCKERS 194 210 SF STAIR #1 ST01 89 SF ELEV. #2 EL02 217 SF WOMEN'S 168 351 SF CST 151 258 SF PUBLIC COUNTER 104 516 SF WATCH COMMANDER 133 477 SF LOBBY 101 1242 SF BRIEFING 121 103 SF TRAFFIC OFFICE 114 103 SF TRAFFIC OFFICE 115 402 SF PATROL SERGEANT 111 139 SF MEETING ROOM 112 876 SF RECORDS 109 319 SF LOUNGE 146 87 SF ELECT. 142 157 SF HALLWAY 192 364 SF HALLWAY 191 364 SF HALLWAY 193 453 SF HALLWAY 195 104 SF OFFICE 152 153 SF STORAGE 182 129 SF STORAGE 185 55 SF DRY CLEANING 125 81 SF HALLWAY 103 41 SF CRIME LIVESCAN 107 160 SF PUBLIC INQUIRY 105 144 SF BAG TAG 156 124 SF REAR ENTRY 122 114 SF STAIR #2 ST02 85 SF INTERVIEW 160 112 SF WATCH COMM OFFICE 134 83 SF OFFICE 154 525 SF HOMLESS OUTREACH 155 601 SF HALLWAY 196 762 SF HALLWAY 197 83 SF WOMEN'S SHOWERS 170 141 SF MEN'S SHOWERS 165 107 SF INTERVIEW ROOM 183 99 SF CST OFFICE 153 168 SF TRAFFIC OFFICE 113 768 SF ATRIUM / REPORT WRITING 131 78 SF HALLWAY 147 123 SF DRYING ROOM 184 l6 74 SF MEETING 106 30 SF AV ROOM 124 13' - 11 1/2"10' - 0 1/2"11' - 11"11' - 5" 4' - 8"11' - 9"17' - 6 1/2" 5' - 0" 3' - 0 1/2" 24' - 3"14' - 4"2' - 5"8' - 5"11' - 0"5' - 1"6' - 10"7' - 1 1/2"10' - 3 1/2"7' - 8 1/2"5' - 11"8' - 1 1/2"8' - 2 1/2"37' - 11"12' - 11"9' - 4"7' - 11"17' - 5"10' - 9 1/2"13' - 9 1/2"18' - 1"7' - 11"8' - 0"31' - 7" 35' - 10 1/2"9' - 8"23' - 11"32' - 0"5' - 0"ALIGN 12' - 1"ALIGNALIGN 3' - 0" 8' - 6" 3' - 0"1' - 8" 6' - 1 1/2"23' - 10 1/2" 30' - 0"1' - 9"3' - 0"2' - 3"3' - 8 1/2"11' - 7"8' - 6"7' - 1"8 1/2"3' - 0"25' - 7"18' - 1"9' - 6"A507 3 6' - 1 1/2"3' - 7"25' - 11"I2I2 1-HR 1-HR 2-HR I5 I12I12 I12 I12 (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) (WORK LIMITED TO EOC WING STRUCTURAL RETROFIT) I13 I12I12 3' - 7"3' - 7"5' - 8"2' - 8"I12 4' - 0"4' - 0"4' - 0"5' - 8"ALIGNALIGNI2 I211' - 4 1/2"11' - 4 1/2"5' - 5 1/2"5' - 11"20' - 1 1/2"8' - 4 1/2"11' - 9"10' - 9 1/2"13' - 9 1/2"17' - 10 1/2"11' - 9"8' - 4 1/2"7' - 8"6' - 7"2' - 8"5' - 7 1/2"3' - 0"4' - 4" 8' - 0"3' - 7"1' - 2 1/2"6' - 0"1' - 2 1/2"6' - 4"4' - 0"1' - 10 1/2"11' - 10"6' - 5"8' - 0"4' - 5"9' - 10 1/2"2' - 10"6' - 6"9' - 2"13' - 4"7' - 11"24' - 7 1/2"11' - 6"5' - 8 1/2"3' - 0"4' - 4 1/2"4' - 7"3' - 9"13' - 11" 7' - 11 1/2" 11' - 7"4' - 3"1' - 9"2' - 7"3' - 0" 1' - 1" 3' - 0" 3' - 2 1/2" I3 I14 l6 I2 MATCHLINE /1 A208.1 1 1 WALL TAG, REFER TO SHEET A802 FOR WALL TYPES DOOR WITH ADA CLEARANCE SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY (N) WALLS -6" ABOVE CEILING, REFER TO WALL TYPES A802 (E) WALL TO REMAIN (N) WALLS -TO UNDERSIDE OF DECK REFER TO WALL TYPES A802 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. COORDINATE MOMENT FRAME LOCATIONS PER STRUCTURAL DRAWINGS. 3. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDE CORNER U.N.O. 4. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY. 5. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE. ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION. 6. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/ MOUNTING OF WALL HUNG ITEMS PER DETAIL 13/A901 7. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO BE NOMINAL FINISH FACE OF GYPSUM BOARD UNLESS NOTED TO THE CENTERLINE OF THE PARTITION. 7.WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 8.PREP, PRIME AND PATCH EXISTING WALL AND COLUMNS SURFACE TO PREPARE FOR NEW PAINT. 9.PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH U.L. RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS. 10.FOR ADDITIONAL INFORMATION REFER TO MECHANICAL, ELECTRICAL AND INTERIOR DESIGN DRAWINGS. 11.SEE DETAIL SHEETS A803 & A804 FOR NEW WALL AND FRAMING DETAILS. 12.ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SCALE: 1/8" = 1'-0" REF: A301 A206 1 DIMENSION PLAN - LEVEL 1 DN DNTTT T TTT T TT TT T T T TT T TTT T TTTT TTTTT T T TTTCO2T CO2 T Enter Tag Here T TT T TT TTFD FD FD PF2 A310 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA A301 1 A302 3 A3024 A301 2 355 SF TRAINING COORDINATOR'S OFFICE 252 231 SF TECH SERVICE CAPTAIN 255 231 SF LIEUT. 256 231 SF FIELD SERVICE CAPT. 257 221 SF ADMIN ASSIST. 258 186 SF SECRETARY 291 333 SF POLICE CHIEF 289 538 SF CONFERENCE 288 321 SF FIRE CHIEF 283 227 SF FIRE DIV. CHEIF 281 177 SF FIRE ANALYST 277 176 SF EMS MGR 276 176 SF EMPTY 275358 SF CRIME OF VIOLENCE 210 165 SF OFFICE 209 87 SF MAILROOM 214 87 SF INTERVIEW 213 82 SF INTERVIEW 212 132 SF JUVENILE SERVICES SERGEANT 211 270 SF EOC DIRECTOR 271 137 SF SGT. OFFICE 204 221 SF ELEC. ROOM 207 565 SF VICE / NARCOTICS 202 752 SF MECHANICAL EQUIP. 221 144 SF JANITOR 233 187 SF MEN 232 147 SF WORKROOM / IDF ROOM 237 191 SF WOMEN 235 53 SF WOMEN 285 263 SF SECRETARY 282 38 SF CLOSET 290 15 SF COFFEE 286 20 SF STOR. 287 38 SF CLOSET 284 532 SF FIRE ADMIN 280 315 SF CLERICAL 278 47 SF STORAGE 274 59 SF STORAGE 279 174 SF FIRE TRAINING OFFICER 272 89 SF WORK REPRO 294 53 SF MEN 292 329 SF CSI 225 376 SF HALLWAY 273 102 SF HALLWAY 215 90 SF VEST. 268 731 SF HALLWAY 264 683 SF RES. ASSIST. 240 146 SF SGT. OFFICE 205 188 SF OFFICE 254 319 SF CLEAN OFFICE 251 138 SF IT MEETING 239 653 SF HALLWAY 262 1118 SF ADMIN CSO 241 OPEN TO BELOW OPEN TO BELOW 170 SF IN-PROCESS EVID./STOR. 223 104 SF ALS ROOM 224 457 SF LOUNGE 244 A511 1 A511 2 A511 3 174 SF OFFICE 253 542 SF CLERICAL POOL 261 167 SF OFFICE 208 A505 2 1 A310 2055 SF INVESTIGATIVE SERVICES 201 A506 1 207 SF OFFICE 206 89 SF STORAGE 242 83 SF JANITOR 243 79 SF HALLWAY 293 114 SF STAIR #2 ST02 89 SF ELEV. #2 EL02 47 SF ELEV. #1 EL01 210 SF STAIR #1 ST01 126 SF IT OFFICE 238 151 SF OFFICE 260 76 SF INTERVIEW 203 71 SF JANITOR OFFICE 222 22 SF VEST. 234 21 SF VEST. 231 A505 1 207 201A 213A 213B214 212B 212A 215 211 210 209 263A 235 234 231 232 255 256 257 258 269 243 263B 221 261 205 204 225 251 254 223 240A 239 238 237 233 244B 245B 240B 224 260 222 242 201B 208 203 202B 202A 206 252 245A244A 259 41 SF IDF ROOM 2 259 M N O P QR 1 A820 109 SF HALLWAY 265 390 SF HALLWAY 266 583 SF HALLWAY 267 S 1 2 3 3 3 3 3 3 3 3 1843 SF ROOF TERRACE 246 4 5 5 4 A820 198 SF CORRIDOR 263 105 SF HALLWAY 269 263 SF CONFERENCE ROOM 245 33 FEC OPEN TO BELOW 6 6 6 7 11' - 7 1/8"11' - 7 1/8"11' - 5"11' - 9 9/16"11' - 9 9/16"8 8 8 8 8 8 8 8 8 14' - 6 7/32"15' - 9 9/16"11' - 9 9/16"14' - 8 9/16"20' - 2 15 / 1 6 " 27' - 7 1/8" 15' - 4 1 / 2 " 8 8 8 8 8 8 8 8 11' - 7 1/8"11' - 7 1/8"11' - 5 15/16"888 10' - 11 19/32"23' - 7 1/8"15' - 7 1/8"15' - 7 1/8"47' - 7 1/8" 8888811' - 7 9/16"8 7' - 9 9/16" 19' - 5 3/4 " 8 8 24' - 0" 21' - 6 15/32" A511 12 SIM. 9 253 8 PFEPFE PFE10 10 10 10 10 10 11 1111 8 4 A814 TYP. 9 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. COORDINATE MOMENT FRAME LOCATIONS PER STRUCTURAL DRAWINGS. 3. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDE CORNER U.N.O. 4. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY. 5. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE. ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION. 6. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/ MOUNTING OF WALL HUNG ITEMS PER DETAIL 13/A901 7. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO BE NOMINAL FINISH FACE OF GYPSUM BOARD UNLESS NOTED TO THE CENTERLINE OF THE PARTITION. 7.WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 8.PREP, PRIME AND PATCH EXISTING WALL AND COLUMNS SURFACE TO PREPARE FOR NEW PAINT. 9.PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH U.L. RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS. 10.FOR ADDITIONAL INFORMATION REFER TO MECHANICAL, ELECTRICAL AND INTERIOR DESIGN DRAWINGS. 11.SEE DETAIL SHEETS A803 & A804 FOR NEW WALL AND FRAMING DETAILS. 12.ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. INDICATES DOOR TYPE PER DOOR SCHEDULE. SEE SHEET A701 & A702 INDICATES STOREFRONT WINDOW TYPE PER WINDOW SCHEDULE. SEE SHEET A703 & A704 KEYNOTE TAG FLOOR DRAIN, REFER TO PLUMBING (FEC) FIRE EXTICABINET, REFER TO DETAIL 15B/A801 (PFE) PORTABLE FIRE EXTINGUISHER, REFER TO DETAIL 15A/A801 XX X XX FD FEC NEW WALLS -6" ABOVE CEILING EXISTING WALL TO REMAIN NEW WALLS -TO UNDERSIDE OF DECK SCOPE OF WORK LIMITED TO NEW CARPET, NEW CEILING, RUBBER BASE, AND NEW PAINT. SEE RCP, FINISH PLAN AND FINISH SCHEDULE (N) DOOR WITH ADA CLEARANCE WINDOW PFE SCALE: 1/8" = 1'-0" REF: A301 A207 1 PROPOSED FLOOR PLAN - LEVEL 2 DN DN FD FD FD PF1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA OPEN TO BELOW ELEV #1 OPEN TO BELOW I2 I2 I2 I2 I2 I2 I2 I2I2 I2 I2 I2I2 I2 I2 I2 I2 I3I3 I2 I2 I2 I3 I2I2I2I2 I2 l6l6 I2 I2I2 I2 I3 I2 I3 I3 I3 355 SF TRAINING COORDINATOR'S OFFICE 252 231 SF TECH SERVICE CAPTAIN 255 231 SF LIEUT. 256 231 SF FIELD SERVICE CAPT. 257 221 SF ADMIN ASSIST. 258 186 SF SECRETARY 291 333 SF POLICE CHIEF 289 538 SF CONFERENCE 288 321 SF FIRE CHIEF 283 227 SF FIRE DIV. CHEIF 281 177 SF FIRE ANALYST 277 176 SF EMS MGR 276 176 SF EMPTY 275 358 SF CRIME OF VIOLENCE 210 165 SF OFFICE 209 87 SF MAILROOM 214 87 SF INTERVIEW 213 82 SF INTERVIEW 212 132 SF JUVENILE SERVICES SERGEANT 211 270 SF EOC DIRECTOR 271 137 SF SGT. OFFICE 204 221 SF ELEC. ROOM 207 565 SF VICE / NARCOTICS 202 752 SF MECHANICAL EQUIP. 221 144 SF JANITOR 233 187 SF MEN 232 147 SF WORKROOM / IDF ROOM 237 191 SF WOMEN 235 53 SF WOMEN 285 263 SF SECRETARY 282 38 SF CLOSET 290 15 SF COFFEE 286 20 SF STOR. 287 38 SF CLOSET 284 532 SF FIRE ADMIN 280 315 SF CLERICAL 278 47 SF STORAGE 274 59 SF STORAGE 279 174 SF FIRE TRAINING OFFICER 272 89 SF WORK REPRO 294 53 SF MEN 292 329 SF CSI 225 376 SF HALLWAY 273 102 SF HALLWAY 215 90 SF VEST. 268 731 SF HALLWAY 264 683 SF RES. ASSIST. 240 146 SF SGT. OFFICE 205 188 SF OFFICE 254 319 SF CLEAN OFFICE 251 138 SF IT MEETING 239 653 SF HALLWAY 262 1118 SF ADMIN CSO 241 170 SF IN-PROCESS EVID./STOR. 223 104 SF ALS ROOM 224 457 SF LOUNGE 244 174 SF OFFICE 253 542 SF CLERICAL POOL 261 167 SF OFFICE 208 1843 SF ROOF TERRACE 246 2055 SF INVESTIGATIVE SERVICES 201 207 SF OFFICE 206 89 SF STORAGE 242 83 SF JANITOR 243 79 SF HALLWAY 293 114 SF STAIR #2 ST02 89 SF ELEV. #2 EL02 47 SF ELEV. #1 EL01 210 SF STAIR #1 ST01 126 SF IT OFFICE 238 151 SF OFFICE 260 76 SF INTERVIEW 203 71 SF JANITOR OFFICE 222 22 SF VEST. 234 21 SF VEST. 231 41 SF IDF ROOM 2 259 8' - 7 1/2"13' - 7"5' - 11"6' - 1 1/2"13' - 4 1/2"7' - 5 1/2"5' - 3"7' - 10 1/2" 11' - 1"22' - 5"11' - 7"9' - 9"10' - 8"2' - 10 1/2"4' - 0"12' - 10 1/2"7' - 1 1/2"7' - 6 1/2"12' - 5 1/2"3' - 0"2' - 7 1/2"3' - 1 1/2"16' - 5 1/2"16' - 1 1/2"8' - 0"16' - 0" 16' - 4"18' - 3"5' - 6" 16' - 1"8' - 0"11' - 6"11' - 6"11' - 5"25' - 10 1/2"32' - 0"11' - 5"13' - 8 1/2"20' - 2 1/2"5' - 7"10"10" l6l6 l6l6 12"12" 1 1 5' - 0" I2I2 I3 1' - 1 1/2"OPEN TO BELOW 1 3' - 11" 2' - 1 1/2"2' - 4 1/2"9' - 5"2' - 11"5' - 6"8' - 1"23' - 11"6' - 11"6' - 0 1/2"31' - 0"3' - 6"4' - 3 1/2"19' - 10 1/2"3' - 9 1/2"12' - 10 1/2"2' - 0"11' - 4"13' - 10" 4' - 10" 3' - 0"8' - 8 1/2"5' - 7"6' - 0"9' - 9 1/2"10' - 2 1/2"I2 I2 I3V.I.F7 1/2"I3 ALIGN 6' - 4"5' - 1" 4 A814 WALL TAG, REFER TO SHEET A802 FOR WALL TYPES DOOR WITH ADA CLEARANCE X-HR FIRE RATED WALL, REFER TO SHEET A803/A804 FOR FIRE-RATED DETAILS SCOPE OF WORK LIMITED TO NEW CARPET, NEW CEILING, RUBBER BASE, AND NEW PAINT. SEE RCP, FINISH PLAN AND FINISH SCHEDULE (N) WALLS -6" ABOVE CEILING, REFER TO WALL TYPES A802 (E) WALL TO REMAIN (N) WALLS -TO UNDERSIDE OF DECKREFER TO WALL TYPES A802 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. COORDINATE MOMENT FRAME LOCATIONS PER STRUCTURAL DRAWINGS. 3. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDE CORNER U.N.O. 4. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY. 5. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE. ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION. 6. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/ MOUNTING OF WALL HUNG ITEMS PER DETAIL 13/A901 7. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO BE NOMINAL FINISH FACE OF GYPSUM BOARD UNLESS NOTED TO THE CENTERLINE OF THE PARTITION. 7.WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 8.PREP, PRIME AND PATCH EXISTING WALL AND COLUMNS SURFACE TO PREPARE FOR NEW PAINT. 9.PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH U.L. RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS. 10.FOR ADDITIONAL INFORMATION REFER TO MECHANICAL, ELECTRICAL AND INTERIOR DESIGN DRAWINGS. 11.SEE DETAIL SHEETS A803 & A804 FOR NEW WALL AND FRAMING DETAILS. 12.ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. SCALE: 1/8" = 1'-0" REF: A301 A208 1 DIMENSION PLAN - LEVEL 2 TTTT T TTTT CO2CO2CO2 DN DN DN DNDN 10 11 12 13 F G H J K L 14 15 16 160 SF PUBLIC INQUIRY 105 101G 110 101B 192 SF HALLWAY E172 168 SF RECORDS SUPERVISOR 110 253 SF LOBBY E175 489 SF HALLWAY E176 28 SF VEST. E177 158 SF WOMEN E178 241 SF MEN E179 176 SF OFFICE E180 295 SF STORAGE E182 1088 SF EMERGENCY OPERATING CENTER (E.O.C.) E183 1098 SF MEETING ROOM E184 1089 SF MEETING ROOM E185250 SF AV EQUIP. E186 50 SF ELECT. E188 104 SF CUST. E187 52 SF MEN E173 55 SF WOMEN E174 /1 A205/1 A205 2 124 SF HALLWAY E181 A513.1 1 A512.1 1 A512.1 6 E173 E174 E177 E178 E185A E184B E179 E180 E184A E183B E182 E181 E183A E187 E185B E186 E188 E183 E175C E175D E175E E175F MATCHLINE E172 3 A302.1 4 A302.13 A302.1 2 A302.1 1 A513.1 11 A513.110 876 SF RECORDS 109 477 SF LOBBY 101 B2 B1 B3 4 5 6 3 7 7 8 A513.1 12 TYP. 9 INDICATES DOOR TYPE PER DOOR SCHEDULE. SEE SHEET A701 & A702 INDICATES STOREFRONT WINDOW TYPE PER WINDOW SCHEDULE. SEE SHEET A703 & A704 KEYNOTE TAG FLOOR DRAIN, REFER TO PLUMBING (FEC) FIRE EXTICABINET, REFER TO DETAIL 15B/A801 (PFE) PORTABLE FIRE EXTINGUISHER, REFER TO DETAIL 15A/A801 XX X XX FD FEC NEW WALLS -6" ABOVE CEILING EXISTING WALL TO REMAIN NEW WALLS -TO UNDERSIDE OF DECK (N) DOOR WITH ADA CLEARANCE WINDOW PFE 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION. 2. DOOR FRAMES LOCATED NEAR ADJACENT WALLS OR CASEWORK TO BE 4" FROM INSIDE CORNER U.N.O. 3. PATCH, REPAIR AND PAINT EXISTING WALL PARTITIONS AFFECTED BY WORK AS NECESSARY. 4. ALL NEW WALL PARTITIONS SHALL BE ACOUSTICALLY RATED MINIMUM 40 STC PER UL DESIGN: U465 UNLESS NOTED OTHERWISE. ALL STUD BAYS SHOULD BE FILLED WITH ACOUSTIC INSULATION. 5. INSTALL BLOCKING OR BACKER MATERIAL FOR ATTACHMENT/ MOUNTING OF WALL HUNG ITEMS PER DETAIL 13/A901 6. TYPICAL FLOOR PLAN DIMENSIONS OF PARTITIONS ARE TO BE NOMINAL FINISH FACE OF GYPSUM BOARD UNLESS NOTED TO THE CENTERLINE OF THE PARTITION. 7.WHERE A CLEAR DIMENSION OR OPENING IS REQUIRED OR NOTED, MEASURE DIMENSION TO FACE OF PARTITION FINISH. 8.PREP, PRIME AND PATCH EXISTING WALL AND COLUMNS SURFACE TO PREPARE FOR NEW PAINT. 9.PENETRATIONS IN RATED PARTITIONS AND CONNECTIONS OF THE PARTITIONS TO OTHER PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH U.L. RECOMMENDED DETAILS AND IN COMPLIANCE WITH APPLICABLE TESTING AGENCY REQUIREMENTS. 10.ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. OC OC OC OC OC OC OCOC OC OC OC OC OC OC OC OC OCOC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OCOC OC OC OC OC OC OC OC OC OC JPC LS S1 S1 PS1 PS1 PS1 PS1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1CAMCAMCAMCAMCAMCAMCAMCAM J JHD S1 m m m SFD SFD SFDSFDSFD SFD SFDOC OC OC OC mmTT TTT TTTTT T TTT T TTTTTTTTTTT T TT TT T T TT TTTTTTT TT TT FSFS FST TTT OC OC OC OC OC OC OCOC OC OC OC OC OC OC OC OC OCOC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OCOC OC OC OC OC OC OC OC OC OC JPC LS S1 S1 PS1 PS1 PS1 PS1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1CAMCAMCAMCAMCAMCAMCAMCAM J JHD S1 m m m SFD SFD SFDSFDSFD SFD SFDOC OC OC OC mm 2 A310 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 1 A310 153 SF STORAGE 182 608 SF WOMEN'S LOCKERS 169 775 SF MECH EQUIP 171 68 SF ELEV EQUIP 172 231 SF ELEC. ROOM 174 884 SF PHYSICAL FITNESS 161 298 SF MEN'S 163 1521 SF MEN'S LOCKERS 164 42 SF VEST 166 121 SF TRAFFIC SUPERVISOR 108 1265 SF SALLY PORT 181 969 SF PROPERTY & EVIDENCE 159 165 SF EVIDENCE 157 143 SF NARCOTICS 158 992 SF DISPATCH CENTER 144 272 SF MASTER MPOE / MDF ROOM 143 127 SF COMM SUPERVISOR 145 508 SF CRIME ANALYST 141 57 SF WOMEN 148 56 SF MEN 149 191 SF BATTERY CHARGING/ SHOTGUN STORAGE 126 27 SF COFFEE 123 124 SF REAR ENTRY 122 55 SF DRY CLEANING 125 488 SF TRAFFIC 116 103 SF ELEV EQUIP 175 47 SF ELEV. #1 EL01 33 SF METER ROOM 173 33 SF VESTIBULE 167 31 SF VESTIBULE 162 169 SF VESTIBULE ROOM 199 168 SF RECORDS SUPERVISOR 110 67 SF EVIDENCE LOCKERS 194 210 SF STAIR #1 ST01 89 SF ELEV. #2 EL02 217 SF WOMEN'S 168 351 SF CST 151 83 SF OFFICE 154 258 SF PUBLIC COUNTER 104 418 SF ENTRY VESTIBULE 102 516 SF WATCH COMMANDER 133 477 SF LOBBY 101 1242 SF BRIEFING 121 103 SF TRAFFIC OFFICE 114 103 SF TRAFFIC OFFICE 115 402 SF PATROL SERGEANT 111 139 SF MEETING ROOM 112 876 SF RECORDS 109 319 SF LOUNGE 146 87 SF ELECT. 142 157 SF HALLWAY 192 364 SF HALLWAY 191 364 SF HALLWAY 193 453 SF HALLWAY 195 104 SF OFFICE 152 123 SF DRYING ROOM 184 129 SF STORAGE 185 74 SF MEETING 106 81 SF HALLWAY 103 41 SF CRIME LIVESCAN 107 160 SF PUBLIC INQUIRY 105 144 SF BAG TAG 156 114 SF STAIR #2 ST02 85 SF INTERVIEW 160 601 SF HALLWAY 196 OPEN 1 107 SF INTERVIEW ROOM 183 83 SF WOMEN'S SHOWERS 170 141 SF MEN'S SHOWERS 165 112 SF WATCH COMM OFFICE 134 168 SF TRAFFIC OFFICE 113 99 SF CST OFFICE 153 78 SF HALLWAY 147 762 SF HALLWAY 197 364 SF HALLWAY 191 30 SF AV ROOM 124 A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. C 8' -6" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. C 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0"A.F.F. B 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0"A.F.F. A 9' -0"A.F.F. D 9' -0"A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" 1 A820 992 SF DISPATCH CENTER 144 A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 8' -4" 564 SF HALLWAY 198 A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 8' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" 4 A820 2 3 4 A310 56 SF IDF ROOM 1 132 2 3 OPEN TO ABOVE 4 4 A303 1 1" / 1'-0"1" / 1'-0"OPEN TO 2ND FLOOR OPEN TO 2ND FLOOR V.I.F. 15' - 7"V.I.F.4' - 0"1 MATCHLINE (WORK LIMITED TO EOC WING STRUCTURAL RETROFIT) /1 A210.1 1 1 SUPPLY AIR DIFFUSER 2'x4' RECESSED LIGHT FIXTURE RETURN AIR GRILLE 1'x4' RECESSED LIGHT FIXTURE MECHANICAL VENT AS REQUIRED 2'x2' LIGHT RETROFIT OR NEW ADJUSTABLE ROUND LIGHT RETROFIT OR NEW LINEAR LIGHT RETROFIT OR NEW 6"x4' SURFACE MOUNTED TROFFER LIGHT PENDANT LIGHT LINEAR SLOT SUPPLY/RETURN DIFFUSERS SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY A D E (N) ACT SUSPENDED CEILING SYSTEM -2 X 2 ACOUSTIC LAY-IN CEILING SYSTEM, SEE DETAILS A808 & A809. SEE FINISH SCHEDULE A712 & A713 OPEN TO STRUCTURE B (E) GLUE ON TILE SYSTEM -1 X 1 ACOUSTIC LAY-IN CEILING SYSTEM, C CERAMIC CEILING TILE, SEE FINISH SCHEDULE FINISH SCHEDULE A714 (N) CEILING SCOPE F (N) METAL SLOTTED CEILING, SEE FINISH SCHEDULE A712 & A713 (E) U.N.O GYPSUM BOARD CEILING - 5/8" TYPE 'X' GYP. BD. SUSPENDED CEILING SYSTEM, SEE DETAILS A809 GYP. CEILING ACCESS HATCH SEE DETAIL 6/A804 EXIT SIGN, EGRESS PATH WILL BE LIGHTED WITH AT LEAST ONE-FOOT CANDLE AT FLOOR LEVEL. PROVIDE EMERGENCY POWER PER SEC. 1008 - 1008.3 CEILING OCCUPANCY SENSOR SMOKE DETECTOR OC S1 SCALE: 1/8" = 1'-0" REF: A301 A209 1 PROPOSED REFLECTED CEILING PLAN - LEVEL 1 OC OC OCOC OC OC OC OC OC OC OC OCOC OCOCOCOC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OCOCOC OC OC OC OCOCOC OC OC OC OC OC OC OC OC OCOC OC OC LS LSLSLS OC OC LS S1 S1 S1 S1 S1 S1S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 J HD HD SFDSFDSFD SFDSFDSFD OC OC mmJm TT T T TTT T TT TT T T T TT T TTT T TTTT TTTTT T T TTTFSCO2T CO2 T T TT T TT TTOC OC OCOC OC OC OC OC OC OC OC OCOC OCOCOCOC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OC OCOCOC OC OC OC OCOCOC OC OC OC OC OC OC OC OC OCOC OC OC LS LSLSLS OC OC LS S1 S1 S1 S1 S1 S1S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 J HD HD SFDSFDSFD SFDSFDSFD OC OC mmJm 2 A310 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H 1 A310 355 SF TRAINING COORDINATOR'S OFFICE 252 231 SF TECH SERVICE CAPTAIN 255 231 SF LIEUT. 256 231 SF FIELD SERVICE CAPT. 257 221 SF ADMIN ASSIST. 258 186 SF SECRETARY 291 333 SF POLICE CHIEF 289 538 SF CONFERENCE 288 321 SF FIRE CHIEF 283 227 SF FIRE DIV. CHEIF 281 177 SF FIRE ANALYST 277 176 SF EMS MGR 276176 SF EMPTY 275358 SF CRIME OF VIOLENCE 210 165 SF OFFICE 209 87 SF MAILROOM 214 87 SF INTERVIEW 213 82 SF INTERVIEW 212 132 SF JUVENILE SERVICES SERGEANT 211 270 SF EOC DIRECTOR 271 137 SF SGT. OFFICE 204 221 SF ELEC. ROOM 207 565 SF VICE / NARCOTICS 202 752 SF MECHANICAL EQUIP. 221 170 SF IN-PROCESS EVID./STOR. 223 144 SF JANITOR 233 187 SF MEN 232 147 SF WORKROOM / IDF ROOM 237 191 SF WOMEN 235 53 SF WOMEN 285 263 SF SECRETARY 282 38 SF CLOSET 290 15 SF COFFEE 286 20 SF STOR. 287 38 SF CLOSET 284 532 SF FIRE ADMIN 280 315 SF CLERICAL 278 47 SF STORAGE 274 59 SF STORAGE 279 174 SF FIRE TRAINING OFFICER 272 89 SF WORK REPRO 294 53 SF MEN 292 329 SF CSI 225 376 SF HALLWAY 273 102 SF HALLWAY 215 90 SF VEST. 268 731 SF HALLWAY 264 683 SF RES. ASSIST. 240 146 SF SGT. OFFICE 205 188 SF OFFICE 254 319 SF CLEAN OFFICE 251 138 SF IT MEETING 239 653 SF HALLWAY 262 1118 SF ADMIN CSO 241 104 SF ALS ROOM 224 79 SF HALLWAY 293 457 SF LOUNGE 244 174 SF OFFICE 253 542 SF CLERICAL POOL 261 167 SF OFFICE 208 89 SF STORAGE 242 83 SF JANITOR 243 2055 SF INVESTIGATIVE SERVICES 201 207 SF OFFICE 206 89 SF ELEV. #2 EL02 114 SF STAIR #2 ST02 76 SF INTERVIEW 203 210 SF STAIR #1 ST01 47 SF ELEV. #1 EL01 22 SF VEST. 234 21 SF VEST. 231 71 SF JANITOR OFFICE 222 151 SF OFFICE 260 41 SF IDF ROOM 2 259 A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. B 9' -0" A.F.F. B 9' -0" A.F.F. D 23' -10" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" 1 A820 A.F.F. A 9' -0" A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0"A.F.F. D 9' -0"A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" A.F.F. A 9' -0" 4 A820 1 A311 4 A310 1 2 1 2 A.F.F. D 9' -0" 3 TYP. 4 263 SF CONFERENCE ROOM 245 583 SF HALLWAY 267 A D E (E) U.N.O GYPSUM BOARD CEILING - 5/8" TYPE 'X' GYP. BD. SUSPENDED CEILING SYSTEM, SEE DETAILS A809 OPEN TO STRUCTURE SUPPLY AIR DIFFUSER 2'x4' RECESSED LIGHT FIXTURE B (E) GLUE ON TILE SYSTEM -1 X 1 ACOUSTIC LAY-IN CEILING SYSTEM, RETURN AIR GRILLE 1'x4' RECESSED LIGHT FIXTURE C MECHANICAL VENT AS REQUIRED 2'x2' LIGHT RETROFIT OR NEW ADJUSTABLE ROUND LIGHT RETROFIT OR NEW LINEAR LIGHT RETROFIT OR NEW NEW CEILING SCOPE SCOPE OF WORK LIMITED TO NEW CARPET, NEW CEILING, RUBBER BASE, AND NEW PAINT. SEE FINISH PLAN AND FINISH SCHEDULE F 6"x4' SURFACE MOUNTED TROFFER LIGHT IMEG PENDANT LIGHT LINEAR SLOT SUPPLY/RETURN DIFFUSERS PENDANT MOUNTED CHANDELIER LIGHTING (N) ACT SUSPENDED CEILING SYSTEM -2 X 2 ACOUSTIC LAY-IN CEILING SYSTEM, SEE DETAILS A808 & A809. SEE FINISH SCHEDULE A712 & A713 CERAMIC CEILING TILE, SEE FINISH SCHEDULE A712 & A713 (N) METAL SLOTTED CEILING, SEE FINISH SCHEDULE A712 & A713 CEILING OCCUPANCY SENSOR SMOKE DETECTOR OC S1 EXIT SIGN, EGRESS PATH WILL BE LIGHTED WITH AT LEAST ONE-FOOT CANDLE AT FLOOR LEVEL. PROVIDE EMERGENCY POWER PER SEC. 1008 - 1008.3 SCALE: 1/8" = 1'-0" REF: A301 A210 1 PROPOSED REFLECTED CEILING PLAN - LEVEL 2 OC OC OC OC OC OC S1 S1 S1 S1 S1 S1 S1 S1 S1 TTTT FD FD T TTTT CO2CO2CO2 OC OC OC OC OC OC S1 S1 S1 S1 S1 S1 S1 S1 S1 10 11 12 13 F G H J K L 14 15 16 192 SF HALLWAY E172 253 SF LOBBY E175 28 SF VEST. E177 158 SF WOMEN E178 241 SF MEN E179 176 SF OFFICE E180 124 SF HALLWAY E181 295 SF STORAGE E182 1088 SF EMERGENCY OPERATING CENTER (E.O.C.) E183 1098 SF MEETING ROOM E184 1089 SF MEETING ROOM E185 104 SF CUST. E187 A.F.F. A 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0"A.F.F. D 9' -0"A.F.F. A 9' -0"A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" A.F.F. D 9' -0" /1 A209/1 A209 MATCHLINE 489 SF HALLWAY E176 250 SF AV EQUIP. E186 50 SF ELECT. E188 A.F.F. A 8' -0" A.F.F. D 9' -0" A.F.F. A 13' -0"A.F.F. A 13' -0" A.F.F. A 13' -0" A.F.F. D 11' -9"A.F.F. D 11' -9"A.F.F. D 11' -9"A.F.F. D 11' -9"A.F.F. D 11' -9" 168 SF RECORDS SUPERVISOR 110 52 SF MEN E173 55 SF WOMEN E174 876 SF RECORDS 109 160 SF PUBLIC INQUIRY 105 477 SF LOBBY 101 1 1 2 3 4 TYP. A (N) ACT SUSPENDED CEILING SYSTEM -2 X 2 ACOUSTIC LAY-IN CEILING SYSTEM, SEE DETAILS A808 & A809. SEE FINISH SCHEDULE A712 & A713 D (E) U.N.O GYPSUM BOARD CEILING - 5/8" TYPE 'X' GYP. BD. SUSPENDED CEILING SYSTEM, SEE DETAILS A809 SUPPLY AIR DIFFUSER 2'x4' RECESSED LIGHT FIXTURE RETURN AIR GRILLE 1'x4' RECESSED LIGHT FIXTURE MECHANICAL VENT AS REQUIRED 2'x2' LIGHT RETROFIT OR NEW ADJUSTABLE ROUND LIGHT RETROFIT OR NEW LINEAR LIGHT RETROFIT OR NEW 6"x4' SURFACE MOUNTED TROFFER LIGHT PENDANT LIGHT LINEAR SLOT SUPPLY/RETURN DIFFUSERS (N) CEILING SCOPE F (N) METAL SLOTTED CEILING, SEE FINISH SCHEDULE A712 & A713 GYP. CEILING ACCESS HATCH SEE DETAIL 6/A804 EXIT SIGN, EGRESS PATH WILL BE LIGHTED WITH AT LEAST ONE-FOOT CANDLE AT FLOOR LEVEL. PROVIDE EMERGENCY POWER PER SEC. 1008 -1008.3 CEILING OCCUPANCY SENSOR SMOKE DETECTOR OC S1 INDICATES PORTION OF CEILING TO BE REMOVED AND REINSTALLED AFTER STRUCTURAL SCOPE OF WORK IS COMPLETE. INSTALL NEW CEILING TO MATCH EXISTING IF CEILING BECOMES DAMAGED DURING REMOVAL. 2 A310 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 1% SLOPE 1 2 1 A310 1% SLOPE 3 4 5 6 3 77 8 77 9 99 10 7 1010 7 10 111111 5 1 A820 12 8 TYP. TYP. TYP. 13 3 3 88 8 8 /1 A212/1 A212 8 4 A820 2 A822 12 A822 11 A822 4 A8224 A822 2 A822 4 A823 12 A822 11 A822 2 A822 9 A822 TYP 2 A822 11 A822 14 A823 13 A823 A822 14 1414 15 16 8 TYP TYP 5 A823 4 A310 17 TYP. 14 15 TYP. TYP. TYP. TYP. 10 A822 10 A822 10 A822 10 A822 TYP. 12 A823 TYP. 8 10' - 0"18 TYP. 8 14 (E) ROOF SLOPE 3/8" PER FT. TYPICAL (N) WALKPADS (E) EXISTING (N) NEW(N) (E) SCALE: 1/8" = 1'-0" REF: A301 A211 1 ROOF PLAN UPPER H 1 /1 A211 /1 A211 2 A822 9 A822 TYP 2 A822 2 A822 4 A823 2 A822 9 A822 TYP 2 A822 2 A822 2 5 A823 K L 14 15 16 3 4 3 3 4 3 1 5 1 1 1 MATCHLINE 6 7 6 6 8 1 (E) ROOF SLOPE 3/8" PER FT. TYPICAL (N) WALKPADS (E) EXISTING (N) NEW(N) (E) 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION 2. SEE SHEET A703 FOR WINDOW SCHEDULE AND A807 FOR TYPICAL WINDOW DETAILS 3. SEE SHEET A701 FOR DOOR SCHEDULE AND SHEET A805 FOR DOOR DETAILS 4. SEE SHEET A821 FOR EXTERIOR DETAILS Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 1 2 3 4 5 6 7 8 9 10 11 12 133.1 1 A310 12 3 3 108C 4 A310 4 101B 5 6 6 A820 13 A820 13SIM. 9 TYP. 102B 102A B1 D A 17TYP. 1320 21 14 (E) CONCRETE PANELS TO REMAIN PROTECT DURING CONSTRUCTION, REFER TO STRUCTURAL DRAWINGS FOR ANY PENETRATIONS OF CONCRETE PANELS SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 2 A310ABCD E F G HAA J 4 A820 181F 193 4 78 /3 A301 FOR THE FULL EXTENT OF THE ELEVATION SEE A820 13SIM. 9 TYP. 10 12 13 181E181D182 A 102B 15 16 17 17 17 18 TYP. 19 E 20 Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 2 A310 C D E 11 11 14 199A 2020 (E) CONCRETE PANELS TO REMAIN PROTECT DURING CONSTRUCTION, REFER TO STRUCTURAL DRAWINGS FOR ANY PENETRATIONS OF CONCRETE PANELS Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 123456789101112133.11 A310 1 A820 1111 2 TYP 122 3V.I.F. 4 5 6 A820 13 TYP. A820 13SIM.7 TYP. 156A 8 GGGG L 99 10 TYP. 9 J H 9 912 4 12 1213 14 Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 2 A310 ABCDEFGH AA 4 A820 6 A820 13 TYP. 7 TYP. 10 TYP. 11 1111 11 4 12 4 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION 2. SEE SHEET A703 FOR WINDOW SCHEDULE AND A807 FOR TYPICAL WINDOW DETAILS 3. SEE SHEET A701 FOR DOOR SCHEDULE AND SHEET A805 FOR DOOR DETAILS 4. SEE SHEET A821 FOR EXTERIOR DETAILS G H J K L B2 E175C E175D E175E E175F E188 1 14 1 JKL E183 3 13141516 2 E181 3 1. FIELD VERIFY DIMENSIONS PRIOR TO CONSTRUCTION 2. SEE SHEET A703 FOR WINDOW SCHEDULE AND A807 FOR TYPICAL WINDOW DETAILS 3. SEE SHEET A705 FOR DOOR SCHEDULE AND SHEET A805 FOR DOOR DETAILS 4. SEE SHEET A821 FOR EXTERIOR DETAILS (E) CONCRETE PANELS TO REMAIN PROTECT DURING CONSTRUCTION, REFER TO STRUCTURAL DRAWINGS FOR ANY PENETRATIONS OF CONCRETE PANELS 8 9 G H J 13' - 3" R 12' - 8"0" / 1'-0"18' - 0"R 13' - 1"12' - 10"9"11' - 9"9" 6 6 7 8 5 1 17 SLOPE8 9 G H J 5 A303 6 A303 12' - 10"9' - 10"2' - 7"1 2 2 10 10 11 11 33 12 13 14 TYP. TYP. 15 15 15 15 16 8 9 G H J 5 A303 13' - 3" 6 A303 5' - 3"5"12' - 5"6 7 5 1 3 9 3 Level 1 0' -0" J B.O. CEILING 9' -0"9' - 0"A904 1 6 A303 A820 8 A820 7 3 4 5 10 1818 19 Level 1 0' -0" Level 2 13' -6" 8 9 B.O. CEILING 9' -0" 5 A303 A820 9 1 2 2 4 7 5 7 18 18 19 20 20 Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0"13' - 6"13' - 6"1 2 3 4 5 6 7 8 9 10 11 123.1 1 A310 B.O. CEILING 9' -0" B.O.CEILING 22' -6" A312 1 A312 5 WOMEN'S LOCKERS 169 VICE / NARCOTICS 202 HALLWAY 191 WOMEN'S 168 ELEC. ROOM 174 METER ROOM 173 ? ?ELEC. ROOM 207 ATRIUM / REPORT WRITING 131 WATCH COMMANDER 133 HALLWAY 198 CONFERENCE ROOM 245 LOUNGE 244 FIRE ADMIN 280 FIRE DIV. CHEIF 281 MEETING ROOM 112 PATROL SERGEANT 111 HALLWAY 267 HALLWAY 265 INVESTIGATIVE SERVICES 201 A313 1 F R 2 6 1 1 2 2 2 1 2 5 4 3 10 10 11 12 P 14 Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 2 A310 A B C D E F G H J B.O. CEILING 9' -0"13' - 6"13' - 6"B.O.CEILING 22' -6"FIELD SERVICE CAPT. 257 HOMLESS OUTREACH 155 OFFICE 152 STORAGE 242 HALLWAY 195 DISPATCH CENTER 144 JANITOR 243 HALLWAY 264 HALLWAY 196 ATRIUM / REPORT WRITING 131 JUVENILE SERVICES SERGEANT 211 CRIME OF VIOLENCE 210 HALLWAY 266 HALLWAY 197 MEETING 106 HALLWAY 103 TRAFFIC SUPERVISOR 108 S 6 2 11 13 2 2 1 2 14 1516 3 6 4 5 1718 TYP.(9 QTY) 19 A CURVED E Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" GH B.O. CEILING 9' -0" B.O.CEILING 22' -6" A311 2 A312 2 16' - 6"ENTRY VESTIBULE 102 EOC DIRECTOR 271 PUBLIC COUNTER 104 HALLWAY 197 108B E C1 7 3 4 5 8 96 A Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" G H B.O. CEILING 9' -0" B.O.CEILING 22' -6" A312 6 EMS MGR 276 HALLWAY E172MEN E173 RECORDS 109 1 2 3 4 5 6 A804 4 SCOPE OF WORK LIMITED TO NEW CARPET, NEW CEILING, RUBBER BASE, AND NEW PAINT. SEE RCP, FINISH PLAN AND FINISH SCHEDULE SCOPE OF WORK LIMITED TO EOC WING STRUCTURAL SEISMIC RETROFIT 1 Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" B.O. CEILING 9' -0" Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" B.O. CEILING 9' -0" B.O.CEILING 22' -6"(E) WALL TO REMAINA812 1 A812 2 A812 3 A812 8 A812 4 SIM. Level 1 0' -0" Level 2 13' -6"CLEAR OPENING8' - 0"CURVED SOFFIT HEIGHT5' - 0"SOFFIT DEPTH 1' - 0" A812 10 A812 14 A812 12 B.O. SOFFIT TO B.O. CEILING1' - 0"Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" B.O. CEILING 9' -0" B.O.CEILING 22' -6"CLEAR OPENING9' - 0"(E) WALL TO REMAINA812 6 A812 7 A812 11 A812 9 Level 1 0' -0" Level 2 13' -6" B.O. CEILING 9' -0"1' - 0"A813 1 A813 2 A812 4 SIM. Level 1 0' -0" Level 2 13' -6" Roof Level 27' -0" 8 B.O. CEILING 9' -0" B.O.CEILING 22' -6" A807 13 A807 14 A823 9 A805 1 SIM. Level 1 0' -0" Level 2 13' -6" B.O. CEILING 9' -0"84"24"A813 12 EXISTING EXTERIOR WALL NEW STOREFRONT REFER TO WINDOW SCHEDULE 9 B.O.CEILING 22' -6" A809 9 TYPA809 9 TYP 1" THICK UL LEVEL 3 GLASS PANEL PASS THROUGH BULLET RESISTANT PANEL UL LEVEL 3 1/2" BASE PLATE W/ 4 -3/8" X 2" EMBEDED ITILTI KBTZ BOLTS 2"x2" TS PROJECTION HORIZ. SUPPORT FINISH PER FINISH SCHEDULE BUILT UP 600 S 162-54 W/ 600 T 150-54 STEEL BOTTOM TRACK CEILING AS SCHEDULED CONCEALED WINDOW FRAME NATURAL VOICE SPACERS STONE/DURABLE FINISH STAFF SIDEPUBLIC SIDE NOTE:VERIFY ALL STRUCT SUPPORTS w/ STRUCT ENG OF RECORD HSS 6" X 6" X 1/4" POST 4' - 0" O.C. PER STRUC.ADA COUNTER34" AFF(E) W18 BEAM HSS 2" X 2" X 1/4" WT 5" X 24.5" X 20" HSS 6" X 2" X 1/4" HSS 2" X 2" X 1/4" 1' - 3 1/2" HSS 3" X 2" FLAT A813 4 A813 6 A813 11 A813 13 A813 13 /9 A813 INTERMEDIARY STRUCTURE REFERENCE DETAIL STAFF SIDEPUBLIC SIDE NOTE:VERIFY ALL STRUCT SUPPORTS w/ STRUCT ENG OF RECORD 1" THICK UL LEVEL 3 GLASS PANEL STEEL BOTTOM TRACK CEILING AS SCHEDULED NATURAL VOICE SPACERS STONE/DURABLE FINISH FINISH PER FINISH SCHEDULE HSS 2" X 2" X 1/4" WT 5" X 24.5" X 20" HSS 6" X 2" X 1/4" 2" X 2" X 1/4" HSS BUILT UP 600 S 162-54 W/ 600 T 150-54 1/2" BASE PLATE W/ 4 -3/8" X 2" EMBEDED ITILTI KBTZ BOLTS HSS 6" X 6" X 1/4" POST 4' - 0" O.C. PER STRUC. BULLET RESISTANT PANEL UL LEVEL 3 A813 7 SIM. A813 13 A813 13 /9 A813 INTERMEDIARY STRUCTURE REFERENCE DETAIL A813 6 Level 2 13' -6" H 9" A822 13 EXISTING STRUCTURE EXISTING STRUCTURE EXISTING SECOND FLOOR STRUCTURE EXISTING ROOF SYSTEM NEW ROOF SYSTEM EXISTING METAL STUD WALL W/STUCCO FINISH REMOVE EXISTING EXCESS METAL STUD FRAMINGV.I.F.1' - 3"V.I.F.6" 7 A.F.F.13' - 6"A.F.F.(N) +/- 9' - 0 5/8"(E) +/-4' - 5 3/8"(E)3' - 6"+/- 11' - 10 1/2"9' - 0"2" LT. WT. CONC. O/ 3" METAL. DECKING PER 5/S105 & 9/S202 (N) 4" MTL. STUD INFILL WALL W/ 5/8" GYP. BD. EA. SIDE (N) INSULATION WHERE OCCURS (N) GYP. BD. CEILING PER CEILING PLAN (E) FRAMING PER STRUCTURAL (E) 4"x4"x1/4" W/ 5/8" BOLT EA, END @ 12" O.C. LEVEL 1 LEVEL 2 (E) RAILING TO REMAIN (E) INSULATION WHERE OCCURS A313 3 A313 5 A313 4TO F.F. (LEVEL 2)(E) +/-4' - 5 3/8"FIELD VERIFY(N) +/- 9' - 0 5/8" A.F.F.(N) 4" MTL. STUD INFILL WALL W/ 5/8" GYP. BD. EA. SIDE (N) INSULATION WHERE OCCURS (N) GYP. BD. CEILING PER CEILING PLAN (E) 4"x4"x1/4" W/ 5/8" BOLT EA, END @ 12" O.C. (E) CONT/ ANGLE 3"x3"x3/16" (E) 5/8" GYP. BD. O/ 4" METAL STUD FRAMING (N) #10 S.M.S. @ 12" O/C TYP. (N) DOUBLE TOP PLATE (N) INSULATION WHERE OCCURS (E) 4"x4"x1/4" W/ 5/8" BOLT EA, END @ 12" O.C. (E) BOTTOM L RAILING STEEL PLATE (E) 5/8" GYP. BD. O/ 4" METAL STUD FRAMING (E) STEEL FLOOR JS. PER STRUCTURAL FIELD VERIFY(E) +/-4' - 5 3/8"2" LT. WT. CONC. O/ 3" METAL. DECKING PER 5/S105 & 9/S202 (E) RAILING TO REMAIN 3' - 6" A.F.F.LEVEL 2 (N) 4" MTL. STUD INFILL WALL W/ 5/8" GYP. BD. EA. SIDE (N) INSULATION WHERE OCCURS (N) BASE BOARD (EA. SIDE) TO MATCH (E) (E) CONC. SLAB PER STRUCTURAL BOTT. TRACK CONNECT TO (E) CONCRETE SLAB PER /4 A803 1/4".BACKER ROD W/ CONT. CALKING (N) FINISH FLOOR PER FINISH SCHEDULE TTTTTTTT89101112 13 G H J TRAFFIC SUPERVISOR 108 PUBLIC COUNTER 104 LOBBY 101 MEETING 106 CRIME LIVESCAN 107 PUBLIC INQUIRY 105 A502 1 4 2 A502 5 6 A5027 1 106 101A 105 104 1 A311 3 A310 4 A311 101B 109A 109B 23 4 4 3 A311 ENTRY VESTIBULE 102 4 A310 4 A312 107 55 6 TYP.6 TYP. 7 8 RECORDS 109 2 A501 3 19 101G 108B 102B 102A A804 4 TYP.A804 5 (WORK LIMITED TO EOC WING STRUCTURAL RETROFIT) B1 D E A C2 C1 A804 523 D MATCHLINE /1 A208.1 1 GH CURVED 8 9 10 17 18 14 1215 24 249 102A 102B 25 26 Level 1 0' -0" Level 2 13' -6" G H B.O. CEILING 9' -0" CURVED 6' - 11"8 9 10 11 12 13 1214 15 16 9 17 39"A501 4 5' - 10"20 2424 8"8"5' - 11"1' - 11 1/2"2' - 3"2' - 3"2' - 3"4"16 20 2122 A813 14 A813 15 7 A501 TYP HIGH DENSITY VENEER 2 LAYERS OF 1/2" PLYWOOD ALUMINUM BREAK METAL WOOD SCREWS 6A312 2 108"162"108B 10 9 5 66 3 A310 108"6 105 109A A312 2 4 3 8 2 5 10 9 2 3 4 101A 5 1 A311 173" . A904 12 A904 11 A904 5 162"108"9 9 910 9 1 7 TYP. 101B ENTRY VESTIBULE BEYOND SEE ELEVATION 3 A501.162"72"11 106 108"107108B 10 G OPEN 4 3 2 5 8 108"162"9 TT TTTTTT 9 C D 127 SF COMM SUPERVISOR 145 319 SF LOUNGE 146 A5034 6 5 A503 8 3 7 78 1011 9 145 146B 146A 18 21 5 AA A503 10 9 12 11 3 2 1 123 SF DRYING ROOM 184 1313 14 15 16 4 184 22 24 C 36"18"34"10 88"9 146B C OPEN CLR 58 1/2" 9 31"77"9 9 TYP. OPEN 18" TYP.12" TYP. 96"17 77"43"34"34"18"36"88"Level 1 0' -0" 9 5 7 48 B.O. CEILING 9' -0" TYP.TYP. 36"MAX34"12 10 9 A811 36"36"36"36"20"36"18"32"24"27"36"MAX44"8 A811 5 A811 SIM. HC ACCESSIBLEHC ACCESSIBLE 19 TYP. 21 1313 79"11413 9 A811 36"36"30"34"20"1 A810 SIM.23 16 24AFF44"4 184 108"20 123 13 79"MAX.34"48" MAX14 Level 1 0' -0" 6 6 B.O. CEILING 9' -0" 21 325TYP. 6 A A503 14 21 6 6 3 143 SF NARCOTICS 158 25 TYP. TT T TT B 191 SF BATTERY CHARGING/ SHOTGUN STORAGE 126 A504 7 8 9 6 4 3 3 1 2 2' - 1" 126 TYP (9 QTY.) 11 13 4 4 9' - 0"B 4 3 3 TYP. 15"9' - 0"TYP (9 QTY.) 3 9' - 0"B 1 2 12642"24"TYP. 24" 5 9 A811 MAX34"9' - 0"10 7HC ACCESSIBLE TYP. 11 12 TYP.13 A A503 A5043 144 SF BAG TAG 156 4 5 6 8 7 156BALIGN13 156A MAX34"42"24"5 6 7 8 15"48"48"48"39" 9 A811 8 A8119' - 0"9 HC ACCESSIBLE 13 156B 5 9' - 0"6 5 9' - 0" TTCO2 TT TTFD FD FD PFT B 1 27 1 9 10 2 OPEN OPEN 19 20 1 A810 MAX34"TYP. TYP. 15"33" 6" 33"6"30"15"15"33"30"30"30"15"15"30"30"21"30"15"34"4 A810 22 8 A811 TYP. 13 TYP. 26 3.1 6 7MAX34"20"30"22 27"42"43" B 3 4 5 6712 224225 TYP.34" MAX2324 3.1 8 3 8 7 84"OPEN 21"21"30"21"21" 7 34"3 43.1 A B A506 2 3 4 5 329 SF CSI 225 11 8 3 5 4 12 6 8 13 12 14 TYP A5057 10 9 8 225 224 1 A810 4 A810 1 1 23 24 27 B M D 85 SF INTERVIEW 160 A5067 10 9 8 15 16 160 21 171825 B 160 B 15 25 1615 171825 TT9 PONY WALL59"14 A811 108"9 EQEQEQ12"5 8 9 A811 33"EQEQEQEQEQ 108"36"EQ7 A810 18 7 51"43"43"43" 128" 5 6 7 8 11 A811 MAX34"24"19 A 124 SF REAR ENTRY 122 A507 12 121A 7' - 7" 17 23 5 G MEN'S SHOWERS 165 A5078 11 10 9 1 2 SLOPE SLOPE TYP.10 11 12 3 TYP. 10 3' - 4"3' - 4"15 16 MIN.60"MIN. 36" MIN. 30"27"12"60"72"22 22 6 E F A507 7 6 5 4 WOMEN'S SHOWERS 170 SLOPETYP. 13 12 3 11 14 2' - 6"2' - 10"2' - 11"2' - 11" MIN. 60" 1 TYP.TYP. 16 TYP.31"MIN36"3 OPEN 48"34"27" 21 111012"72"22 22 4 108"60"12"36"22 22 3 TYP.12"60"72"22 22 OPEN 72"12"60"22 22 E 22 22 72"60"12"27"48"34"3 11 21 12"72"22 22 E 12"60"72"22 22 NOTE:SEE 5/A801 FOR MORE INFORMATION ON D.F HEIGHTS 108"E F 30"9 A811 5 86 9 36"36"18"34"ATRIUM CONTINUES ABOVE 133A132 HALLWAY 196 HALLWAY 19782"20 TT7 8 B C D A508 3 4 5 2 144 145 147A 30 992 SF DISPATCH CENTER 144 1 146A F 7 8 108"5 4 TYP.(8 QTY) B C D 145147A 30 108"146A 5 5 4 TYP.(9 QTY) 2 78 144 1 108"5 F BCD TV TV TV TV 223 TYP. 4 TYP.(8 QTY) 108" TTE F A509 4 2 3 5 A509 8 7 6 9 298 SF MEN'S 163 217 SF WOMEN'S 168 33 SF VESTIBULE 167 31 SF VESTIBULE 162 1 5 5 6 3 3 32 32333 7 7 8 10 60"36" CLR60"6' - 10"36" CLR168 167 162 163A 163B 11 18" 11 35" 18" 35"1 6' - 10"TYP. 6 12 12 5 2 3 TYP. (QTY 4) 79 EF 13 97 40"12 5 11 163A 6910 9' - 0"TYP. (QTY 2) E F 1 4 163B 3 5 2389 TYP. (QTY. 3) OPEN TO WOMEN'S LOCKER ROOM 3 69 MAX40"12 5 96 168 37896 MAX40"SCALE: 1/4" = 1'-0" REF: A205 A509 1 RESTROOM LEVEL 1 SCALE: 1/4" = 1'-0" REF: A509 A509 4 ELEVATION SCALE: 1/4" = 1'-0" REF: A507 A509 3 ELEVATION SCALE: 1/4" = 1'-0" REF: A509 A509 2 ELEVATION SCALE: 1/4" = 1'-0" REF: A507 A509 5 ELEVATION SCALE: 1/4" = 1'-0" REF: A509 A509 8 ELEVATION SCALE: 1/4" = 1'-0" REF: A509 A509 7 ELEVATION SCALE: 1/4" = 1'-0" REF: A509 A509 6 ELEVATION SCALE: 1/4" = 1'-0" REF: A509 A509 9 ELEVATION T9 B A510 4 35 2 57 SF WOMEN 148 56 SF MEN 149 A510 8 79 6 12 78 SF HALLWAY 147 5 521 16"16" 5 16"16" 148 149 147A 147B 7 8 9 8 9 10 10 12 3 4 5 6 10 1 45 698 148 46 7 MAX40"246 12 3 4 5 6 10 1 5 4698 1494624 T A511 8 11 10 9 A511 6 4 75 191 SF WOMEN 235 187 SF MEN 232 144 SF JANITOR 233 11 2 2 334 5 6 3 34 1 TYP. TYP. 10 A511 12 11 5' - 0" 5' - 0"4' - 4"4' - 7"6' - 5"6' - 5"EQ.EQ.EQ. EQ.EQ.EQ.5' - 0"5' - 0"18" 17 18" 1717 161616 A511 17 53 SF MEN 292 18 19 20 18" 12 1' - 0"12" 13 8 15 18" 14 16 A511 13 53 SF WOMEN 285 14 15 16 14 13 12 15 16 6 493810 TYP.TYP.TYP. 7 C 8 3 17 6 235 17 TYP. 17 TYP.18"C 1 837 9' - 0"34"40"13812 13 128 34"40"6 1 5 2 7 TYP.TYP. 232 17 18"1 7 3 8 6 4 9 8 3 TYP.TYP.TYP.7 21738 285 151415161819 292 15141516 18"19 18 7" C MAX36"11 CR1 CR1 2BCR1 CR1 2B13 J 14 241 SF MEN E179 A512.1 2 3 4 5 E179 2 4 55 6 7 88 10 5' - 0" 18" 10 48" CLR.11 13 14 1 32" AFF3 40" AFF10 41155 10 1 2 10 1314 E179 9 2 761 1 107 12 13 J 158 SF WOMEN E178 A512.1 7 8 9 10 E178 4 5' - 0"48" CLR. 11 1010 888 13 12 1 8134J 1 11 12 E178 11 1283 J 32" AFF40" AFF33 455 1010 13 TVTV 11 12 G H 52 SF MEN E173 55 SF WOMEN E174 A513.1 2 3 4 5A513.1 6 7 8 9 E174E173 18"18"18"18" 334 4 5 5 1111 77 99 66 TYP.32" AFF12 3 40" AFF11 745 H 16 7 8 910 E174 1H14 11 40" AFF32" AFF1 2 35 H 16 97810 11 E173 1H14 18"MAX.34"30"52"82"5 A811 9 A811 8 A811 151314 16 18"MAX.34"30"52"82"12 TYP. 13 1415 8 A811 9 A811 5 A811 SIM.10' - 0"B.O. CEILING9' - 0"17 18 17 19 SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR A B C D E F G H SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR I OPEN SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR C E J 7' - 1"4' - 1"1' - 11"3' - 2"4' - 0"4' - 3" 15' - 6"9' - 0"6' - 0"LG LG LG LG 4 7 A807 6 A807 SIM. 5 A807 EQ EQ EQ EQ EQ EQ EQ EQ EQEQEQEQ EQ EQ EQ EQ F.F.7' - 0"2' - 0"46' - 8"9' - 0"11' - 0"8"11' - 4"8"11' - 2"1' - 0"10' - 10" 3 3 3 5 A807 6 A807 SIM. 4 A807 F.F. CURVED 5 A807 6 A807 SIM. 4 A807 F.F. 3' - 7"2' - 0"5 A807 6 A807 SIM. 4 A807 7' - 1"1' - 11"EQEQ 6' - 6 1/2"9' - 0"LG LG6' - 0"4 7 A807 5 A807 6 A807 SIM. 1 4' - 0"4' - 0"4' - 0"3' - 4 1/2"3' - 8"4' - 0" 23' - 0 1/2" LG LG LG LG LG LG 4 7 A807 6 A807 SIM. 5 A807 28' - 0" 3' - 10 1/2"4' - 0 1/2"4' - 0 1/2"4' - 0 1/2"4' - 0 1/2"4' - 0 1/2"4' - 0" 2 9' - 0"T T T T T T T 7' - 3"11' - 11" LG LG 546' - 0"5 A807 7 A807 6 A807 SIM. 3' - 0 1/2"2' - 9 1/2"6' - 2"7' - 0"4' - 0" LG 6' - 0"4 7 A807 5 A807 6 A807 SIM. GLAZING -DUAL INSULATED SOLARBAN 70 XL -CLEAR GLAZING F.F. 4' - 0"4' - 0"2' - 9"6' - 6"10' - 9"2' - 6"9' - 0"6 TYP.7 A813 SIM. 8 A807 9 A807 F.F. 2' - 0" EQ 5' - 0"EQEQ 2' - 0"5' - 6"3' - 6"9' - 0"6 TYP. 23' - 10 1/2" 4 A813 8 A807 9 A807 CURVED 9' - 0"2' - 0"7' - 0"4 A312 12 A813 5 A807 LG LG LG LG LG LG LG LG LG LG LG LG LG 5 A807 6 A807 SIM. 7 A807 2' - 2"6' - 0"2' - 2"7' - 0"2' - 0"9' - 0"10' - 4" 9 A807 8 A807 7 A807 T T T T 1 EQ EQ 7' - 1"7' - 6"9' - 0"3' - 0"2' - 0"4' - 0"1 T T 8 A807 9 A807 7 A807 1' - 11"1' - 11"7' - 1"EQ EQ 7' - 1 1/2"9' - 0"3' - 0"2' - 0"4' - 0"1 T T 8 A807 9 A807 7 A807 7' - 3"EQEQEQEQ 15' - 9" T T T T 8 A807 9 A807 7 A807 11' - 6"7' - 3"3' - 10"3' - 10"3' - 10" T T T 8 A807 9 A807 7 A807 9' - 0"EQ EQ EQ EQ EQ 20' - 0 1/2" T T T T T 8 A807 9 A807 7 A8077' - 1"4' - 1"4' - 0"4' - 0"4' - 0"4' - 0"1' - 11"9' - 0"3' - 0"2' - 0"4' - 0"12 23' - 10 1/2" 3' - 8 1/2" T T T T T T 8 A807 9 A807 7 A807 GLAZING -DUAL INSULATED SOLARBAN 70 XL -CLEAR GLAZING F.F. 2' - 0"1' - 0"6' - 0"7' - 0"T 4' - 5"4' - 4"7' - 1"1' - 11"3' - 9" 12' - 6"9' - 0"3' - 0"2' - 0"4' - 0"1 T T T 8 A807 9 A807 7 A807 SCHEDULESEE DOORSCHEDULE SEE DOOR A B C DSCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULE SEE DOOR SCHEDULESEE DOORSCHEDULE SEE DOOR SCHEDULESEE DOORE SCHEDULE SEE DOOR SCHEDULESEE DOORSEALED CONCRETE (SC-1) SEALED AND / OR NON-SLIP EPOXY OVER CONCRETE MFR: TBD COLOR: CLEAR FINISH: MATTE CONCRETE: LINEAR METAL CEILING: METAL SLAB (MS-1) 300 C LINEAR PLANK METAL CEILING MFR: HUNTER DOUGLAS (EXCLUSIVELY FROM CERTAINTEED) MULTI-BOX CONTINUOUS PATTERN -BRAVO COLOR: ANIGRE (8453) COUNTER (CN-2) COUNTER - MFR: AVONITE SURFACES COLOR: SUMMIT -8905 COUNTER: PAINT (PT-5) PAINT - MFR: BENJAMIN MOORE COLOR: AIRWAY (828) PAINT: PAINT (PT-2) PAINT - MFR: BENJAMIN MOORE COLOR: NORTHERN CLIFFS (1536) UP UP 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA J 608 SF WOMEN'S LOCKERS 169 775 SF MECH EQUIP 171 68 SF ELEV EQUIP 172 231 SF ELEC. ROOM 174 884 SF PHYSICAL FITNESS 161 298 SF MEN'S 163 1521 SF MEN'S LOCKERS 164 42 SF VEST 166 121 SF TRAFFIC SUPERVISOR 108 1265 SF SALLY PORT 181 969 SF PROPERTY & EVIDENCE 159 165 SF EVIDENCE 157 143 SF NARCOTICS 158 992 SF DISPATCH CENTER 144 272 SF MASTER MPOE / MDF ROOM 143 127 SF COMM SUPERVISOR 145 508 SF CRIME ANALYST 141 57 SF WOMEN 148 56 SF MEN 149 191 SF BATTERY CHARGING/ SHOTGUN STORAGE 126 27 SF COFFEE 123 488 SF TRAFFIC 116 103 SF ELEV EQUIP 175 47 SF ELEV. #1 EL01 33 SF METER ROOM 173 33 SF VESTIBULE 167 31 SF VESTIBULE 162 169 SF VESTIBULE ROOM 199 168 SF RECORDS SUPERVISOR 110 67 SF EVIDENCE LOCKERS 194 210 SF STAIR #1 ST01 89 SF ELEV. #2 EL02 217 SF WOMEN'S 168 351 SF CST 151 258 SF PUBLIC COUNTER 104 418 SF ENTRY VESTIBULE 102 477 SF LOBBY 101 1242 SF BRIEFING 121 103 SF TRAFFIC OFFICE 114 103 SF TRAFFIC OFFICE 115 402 SF PATROL SERGEANT 111 139 SF MEETING ROOM 112 876 SF RECORDS 109 319 SF LOUNGE 146 87 SF ELECT. 142 364 SF HALLWAY 191 364 SF HALLWAY 193 453 SF HALLWAY 195 153 SF STORAGE 182 129 SF STORAGE 185 74 SF MEETING 106 55 SF DRY CLEANING 125 81 SF HALLWAY 103 41 SF CRIME LIVESCAN 107 160 SF PUBLIC INQUIRY 105 144 SF BAG TAG 156 124 SF REAR ENTRY 122 114 SF STAIR #2 ST02 85 SF INTERVIEW 160 168 SF TRAFFIC OFFICE 113 1 C-4 SV-3 C-4 C-1 C-2 C-2 83 SF OFFICE 154 104 SF OFFICE 152 C-1 C-3 SV-2 C-2 C-2 C-1 525 SF HOMLESS OUTREACH 155 RB-1 SV-3 C-1 C-1 C-2 C-2 C-2 C-2C-1 C-1 C-2 C-1 C-1 C-1 C-1 C-2 RB-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-1 C-4 83 SF WOMEN'S SHOWERS 170 141 SF MEN'S SHOWERS 165 112 SF WATCH COMM OFFICE 134 107 SF INTERVIEW ROOM 183 99 SF CST OFFICE 153 768 SF ATRIUM / REPORT WRITING 131 78 SF HALLWAY 147 601 SF HALLWAY 196 123 SF DRYING ROOM 184 C-1 T-1 30 SF AV ROOM 124 157 SF HALLWAY 192 453 SF HALLWAY 195 564 SF HALLWAY 198 762 SF HALLWAY 197 N.I.C. RB-1 T-3 T-2 T-2 T-2 IDF ROOM 1 132 132 SC-1 WATCH COMMANDER 133 T-3 SC-1 SC-1 RB-1 22 T-1 EQ EQ V.I.F8' - 0"V.I.F7' - 11"3 4 TYP TYP 5 TYP 4 V.I.F16' - 5"6 7 8 T-2 T-2 T-1 T-1 T-1 T-1 T-2 TYP. TYP. 14 C-2 SV-3 MATCHLINE (WORK LIMITED TO EOC WING STRUCTURAL RETROFIT) SC-1 C-1 C-2 C-3 C-4 SV-3 RB-1 SV-2 SEALED AND / OR NON-SLIP EPOXY OVER CONCRETE CARPET 1 CARPET 2 CARPET 3 CARPET 4 W/ ANTIMICROBIAL ADHESIVE SHEET VINYL 2 SHEET VINYL 3 TILE 1 RUBBER FLOORING T-1 E EXISTING FLOOR TO REMAIN 4" STAINLESS STEEL LOW PROFILE CHAIR RAIL MFR: PROTEK SYSTEMS, INC MODEL: CRS-64 STAINLESS STEEL RUB RAIL NOTE:FOR FINISHES REFER TO FINISH SCHEDUL A712 & A713 TILE 2T-2 TILE 3T-3 SCALE: 1/8" = 1'-0" REF: A301 A710 1 FINISH PLAN - LEVEL 1 DN DN 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 355 SF TRAINING COORDINATOR'S OFFICE 252 231 SF TECH SERVICE CAPTAIN 255 231 SF LIEUT. 256 231 SF FIELD SERVICE CAPT. 257 221 SF ADMIN ASSIST. 258 186 SF SECRETARY 291 333 SF POLICE CHIEF 289 538 SF CONFERENCE 288 321 SF FIRE CHIEF 283 177 SF FIRE ANALYST 277 176 SF EMS MGR 276 176 SF EMPTY 275358 SF CRIME OF VIOLENCE 210 165 SF OFFICE 209 87 SF MAILROOM 214 87 SF INTERVIEW 213 82 SF INTERVIEW 212 132 SF JUVENILE SERVICES SERGEANT 211 270 SF EOC DIRECTOR 271 137 SF SGT. OFFICE 204 221 SF ELEC. ROOM 207 565 SF VICE / NARCOTICS 202 752 SF MECHANICAL EQUIP. 221 144 SF JANITOR 233 187 SF MEN 232 147 SF WORKROOM / IDF ROOM 237 191 SF WOMEN 235 53 SF WOMEN 285 263 SF SECRETARY 282 38 SF CLOSET 290 15 SF COFFEE 286 20 SF STOR. 287 38 SF CLOSET 284 47 SF STORAGE 274 174 SF FIRE TRAINING OFFICER 272 89 SF WORK REPRO 294 53 SF MEN 292 329 SF CSI 225 376 SF HALLWAY 273 102 SF HALLWAY 215 90 SF VEST. 268 731 SF HALLWAY 264 683 SF RES. ASSIST. 240 146 SF SGT. OFFICE 205 188 SF OFFICE 254 319 SF CLEAN OFFICE 251 138 SF IT MEETING 239 653 SF HALLWAY 262 1118 SF ADMIN CSO 241 170 SF IN-PROCESS EVID./STOR. 223 104 SF ALS ROOM 224 457 SF LOUNGE 244 174 SF OFFICE 253 167 SF OFFICE 208 1843 SF ROOF TERRACE 246 2055 SF INVESTIGATIVE SERVICES 201 OPEN TO BELOW SV-3 SV-3 SV-3 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-1 C-2 C-2 C-1 C-4 C-1 C-2 C-2 C-2 C-1 C-2 C-4 C-4 C-2 C-2 C-2 C-1 SV-2 SC-1 SC-1 207 SF OFFICE 206 126 SF IT OFFICE 238 89 SF STORAGE 242 83 SF JANITOR 243 151 SF OFFICE 260 114 SF STAIR #2 ST02 89 SF ELEV. #2 EL02 76 SF INTERVIEW 203 71 SF JANITOR OFFICE 222 22 SF VEST. 234 21 SF VEST. 231 315 SF CLERICAL 278 59 SF STORAGE 279 47 SF ELEV. #1 EL01 210 SF STAIR #1 ST01 227 SF FIRE DIV. CHEIF 281 532 SF FIRE ADMIN 280 79 SF HALLWAY 293 542 SF CLERICAL POOL 261 41 SF IDF ROOM 2 259 C-2 OPEN TO BELOW SV-3 SC-1 260 C-1 105 SF HALLWAY 269 198 SF CORRIDOR 263 C-2 14 C-2 C-2 SC-1 C-1 SC-1 C-2 C-2 C-2 C-2 C-2 C-1 SC-1 C-1 C-2 C-3 C-4 SV-3 SV-2 SEALED AND / OR NON-SLIP EPOXY OVER CONCRETE CARPET 1 CARPET 2 CARPET 3 CARPET 4 W/ ANTIMICROBIAL ADHESIVE SHEET VINYL 2 SHEET VINYL 3 E EXISTING FLOOR TO REMAIN NOTE:FOR FINISHES REFER TO FINISH SCHEDUL A712 & A713 SCALE: 1/8" = 1'-0" REF: A301 A711 1 FINISH PLAN - LEVEL 2 SEALED CONCRETE (SC-1) SEALED AND / OR NON-SLIP EPOXY OVER CONCRETE MFR: TBD COLOR: CLEAR FINISH: MATTE RUBBER BASE (BB-1) RUBBER WALL BASE MFR: JOHNSONITE COLOR: 20 CHARCOAL TYPE: RESILIENT WALL BASE PAINT (PT-1) ACOUSTICAL CEILING TILE (ACT-1) ACOUSTICAL CEILING TILE MFR: ARMSTRONG TYPE: DUNE WITH TEGULAR, FINE TEXTURE COLOR: WHITE PAINT - MFR: BENJAMIN MOORE COLOR: SEBRING WHITE (1492) PAINT (PT-2) PAINT - MFR: BENJAMIN MOORE COLOR: NORTHERN CLIFFS (1536) PAINT (PT-3) PAINT - MFR: BENJAMIN MOORE COLOR: BEDFORD BLUE (1679) CARPET (C-1) MFR: SHAW CONTRACT COLLECTION: BRIGHTWORK COLOR: FLASHPOINT (GLIMMER TILE 59329) CARPET (C-2) MFR: SHAW CONTRACT COLLECTION: COLOR FRAME+COLOR FORM COLOR: DISAPPEAR (COLOR FRAME TILE 5T081) CARPET (C-3) MFR: STATICWORX SHADOWFX CARPET TILE COLOR: FOREST FLOOR (4109) CARPET (C-4) MFR: SHAW CONTRACT TRU COLOURS TILE (59368) COLOR: SKY (68402) COUNTER (CN-1) COUNTER - MFR: CORIAN COLOR: VERANO WHITE COUNTER (CN-2) COUNTER - MFR: AVONITE SURFACES COLOR: SUMMIT -8905 COUNTER (CN-3) COUNTER - MFR: CAMBRIA -LUXURY SERIES COLOR: ELLA COUNTER:PAINT: TILE: TILE (T-1) MFR: AMERICAN OLEAN STYLE: INFUSION SHAPE: RECTANGLE -12X24 FINISH: MATTE COLOR: WHITE FABRIC (IF50) TILE (T-2) MFR: AMERICAN OLEAN STYLE: INFUSION SHAPE: RECTANGLE -12X24 FINISH: MATTE COLOR: GRAY FABRIC (IF55) CONCRETE: CEILING BASEBOARD: SHEET VINYL : SHEET VINYL (SV-2) SHEET VINYL -UNVEIL (0601V) MFR: SHAW CONTRACT LVT COLOR: OXIDIZE (01504) SHEET VINYL (SV-3) SHEET VINYL -K811-001 COLLECTION: HOMOGENEOUS SHEET - MEDINTECH PLUS MFR: ARMSTRONG FLOORING COLOR: IXIA TILE (T-3) MFR: DALTILE STYLE: MOSAIC FINISH: MATTE COLOR: NOCE PF11 BASE: PROVIDE INTREGAL COVED BASE (FLOOR) TILE (T-4) MFR: DALTILE STYLE: AMBASSADOR FINISH: MATTE COLOR: MATTE WANDERLUST WHITE AM36 (WALL) TILE (T-5) MFR: DALTILE STYLE: CASCADING WATERS FINISH: GLASS COLOR: EARTH TIDE CW44 (ACCENT STRIP) TILE (T-6) MFR: DALTILE STYLE: MOSAICS FINISH: MATTE COLOR: ARCTIC WHITE 07090 (CEILING) CHAIR RAIL: CHAIR RAIL (CR-1) 4" STAINLESS STEEL -CRS-64 MFR: PROTEK SYSTEMS, INC. FINISH: #4 SATIN WALL : GYP BOARD (GYP-1) GYPSUM BOARD MFR: USG GYP BOARD (GYP-2) STC 60 WALL ASSEMBLY WITH ACOUSTICAL GWB FACE LAYER OVER IR GWB MFR: USG EPOXY (XPT-1) EPOXY - MFR: BENJAMIN MOORE TYPE: POLYAMIDE EPOXY COATING COLOR: WHITE RUBBER FLOOR: RUBBER FLOOR (RB-1) REPLAY MULTI-FUNCTIONAL AND SPORTS RUBBER SHEET AND TILE MFR: TARKETT PATTERN: SOLID -ALLOVER COLOR: SOLID NIGHT (507) CARPET: LINEAR METAL CEILING: METAL SLAT (MS-1) 300 C LINEAR PLANK METAL CEILING MFR: HUNTER DOUGLAS (EXCLUSIVELY FROM CERTAINTEED) MULTI-BOX CONTINUOUS PATTERN -BRAVO COLOR: ANIGRE (8453) ACOUSTICAL PANEL: (AP-1) SONIC TACKABLE HIGH-IMPACT PANEL MFR: LAMVIN COLOR: TBD PAINT (PT-4) PAINT - MFR: BENJAMIN MOORE COLOR: STEM GREEN (2029-40) ACOUSTICAL CEILING TILE (ACT-2) ACOUSTICAL CEILING TILE MFR: ARMSTRONG TYPE: CALLA PRIVVASSURE LAY IN, SMOOTH TEXTURE COLOR: WHITE LAY IN CEILING TILE (LCT-1) LAY-IN AND SCREW-IN CEILING TILE MFR: ARMSTRONG TYPE: METALWORKS SECURE LOCK, SMOOTH TEXTURE PERFORRATION: UNPERFORATED (P1) COLOR: WHITE BASE BOARD (BB-2) COVED ROLL WALL BASE MFR: ARMSTRONG COLOR: PEBBLE R48PB PAINT (PT-5) PAINT - MFR: BENJAMIN MOORE COLOR: AIRWAY (828) SEALED CONCRETE (SC-1) SEALED AND / OR NON-SLIP EPOXY OVER CONCRETE MFR: TBD COLOR: CLEAR FINISH: MATTE RUBBER BASE (BB-1) RUBBER WALL BASE MFR: JOHNSONITE COLOR: 20 CHARCOAL TYPE: RESILIENT WALL BASE PAINT (PT-1) ACOUSTICAL CEILING TILE (ACT-1) ACOUSTICAL CEILING TILE MFR: ARMSTRONG TYPE: DUNE WITH TEGULAR, FINE TEXTURE COLOR: WHITE PAINT - MFR: BENJAMIN MOORE COLOR: SEBRING WHITE (1492) PAINT (PT-2) PAINT - MFR: BENJAMIN MOORE COLOR: NORTHERN CLIFFS (1536) PAINT (PT-3) PAINT - MFR: BENJAMIN MOORE COLOR: BEDFORD BLUE (1679) CARPET (C-1) MFR: SHAW CONTRACT COLLECTION: BRIGHTWORK COLOR: FLASHPOINT (GLIMMER TILE 59329) CARPET (C-2) MFR: SHAW CONTRACT COLLECTION: COLOR FRAME+COLOR FORM COLOR: DISAPPEAR (COLOR FRAME TILE 5T081) CARPET (C-3) MFR: STATICWORX SHADOWFX CARPET TILE COLOR: FOREST FLOOR (4109) CARPET (C-4) MFR: SHAW CONTRACT TRU COLOURS TILE (59368) COLOR: SKY (68402) COUNTER (CN-1) COUNTER - MFR: CORIAN COLOR: VERANO WHITE COUNTER (CN-2) COUNTER - MFR: AVONITE SURFACES COLOR: SUMMIT -8905 COUNTER (CN-3) COUNTER - MFR: CAMBRIA -LUXURY SERIES COLOR: ELLA COUNTER:PAINT: TILE: TILE (T-1) MFR: AMERICAN OLEAN STYLE: INFUSION SHAPE: RECTANGLE -12X24 FINISH: MATTE COLOR: WHITE FABRIC (IF50) TILE (T-2) MFR: AMERICAN OLEAN STYLE: INFUSION SHAPE: RECTANGLE -12X24 FINISH: MATTE COLOR: GRAY FABRIC (IF55) CONCRETE: CEILING BASEBOARD: SHEET VINYL : SHEET VINYL (SV-2) SHEET VINYL -UNVEIL (0601V) MFR: SHAW CONTRACT LVT COLOR: OXIDIZE (01504) SHEET VINYL (SV-3) SHEET VINYL -K811-001 COLLECTION: HOMOGENEOUS SHEET - MEDINTECH PLUS MFR: ARMSTRONG FLOORING COLOR: IXIA TILE (T-3) MFR: DALTILE STYLE: MOSAIC FINISH: MATTE COLOR: NOCE PF11 BASE: PROVIDE INTREGAL COVED BASE (FLOOR) TILE (T-4) MFR: DALTILE STYLE: AMBASSADOR FINISH: MATTE COLOR: MATTE WANDERLUST WHITE AM36 (WALL) TILE (T-5) MFR: DALTILE STYLE: CASCADING WATERS FINISH: GLASS COLOR: EARTH TIDE CW44 (ACCENT STRIP) TILE (T-6) MFR: DALTILE STYLE: MOSAICS FINISH: MATTE COLOR: ARCTIC WHITE 07090 (CEILING) CHAIR RAIL: CHAIR RAIL (CR-1) 4" STAINLESS STEEL -CRS-64 MFR: PROTEK SYSTEMS, INC. FINISH: #4 SATIN WALL : GYP BOARD (GYP-1) GYPSUM BOARD MFR: USG GYP BOARD (GYP-2) STC 60 WALL ASSEMBLY WITH ACOUSTICAL GWB FACE LAYER OVER IR GWB MFR: USG EPOXY (XPT-1) EPOXY - MFR: BENJAMIN MOORE TYPE: POLYAMIDE EPOXY COATING COLOR: WHITE RUBBER FLOOR: RUBBER FLOOR (RB-1) REPLAY MULTI-FUNCTIONAL AND SPORTS RUBBER SHEET AND TILE MFR: TARKETT PATTERN: SOLID -ALLOVER COLOR: SOLID NIGHT (507) CARPET: LINEAR METAL CEILING: METAL SLAT (MS-1) 300 C LINEAR PLANK METAL CEILING MFR: HUNTER DOUGLAS (EXCLUSIVELY FROM CERTAINTEED) MULTI-BOX CONTINUOUS PATTERN -BRAVO COLOR: ANIGRE (8453) ACOUSTICAL PANEL: (AP-1) SONIC TACKABLE HIGH-IMPACT PANEL MFR: LAMVIN COLOR: TBD PAINT (PT-4) PAINT - MFR: BENJAMIN MOORE COLOR: STEM GREEN (2029-40) ACOUSTICAL CEILING TILE (ACT-2) ACOUSTICAL CEILING TILE MFR: ARMSTRONG TYPE: CALLA PRIVVASSURE LAY IN, SMOOTH TEXTURE COLOR: WHITE LAY IN CEILING TILE (LCT-1) LAY-IN AND SCREW-IN CEILING TILE MFR: ARMSTRONG TYPE: METALWORKS SECURE LOCK, SMOOTH TEXTURE PERFORRATION: UNPERFORATED (P1) COLOR: WHITE BASE BOARD (BB-2) COVED ROLL WALL BASE MFR: ARMSTRONG COLOR: PEBBLE R48PB PAINT (PT-5) PAINT - MFR: BENJAMIN MOORE COLOR: AIRWAY (828) RESERVED VAN ACCESSIBLE MINIMUM FINE $250 DIA. 12"3' - 6" DEPTH6"2" DIA. FENCE POST @ 8'-0" O.C. MAX. TYP. PER MFR. 12" DIA. CONC. POST FOOTING PER MFG. RECOMMENDATIONS CONC. / ASPHALT. FIELD VERIFY FINISH NOTE: COORDINATE WITH MFR FENCE FOR ADDITIONAL INFORMATION REGARDING POST FOOTINGS. (N) 2"∅END POST (E) CHAIN-LINK FENCE (N) 2"∅END POST (N) CHIN-LINK FENCE (N) MIDDLE BRACE RAIL (N) BOTTOM BRACE RAIL NOTE: 1.INSTALL CHAIN-LINK FENCE, POST, COVER PER MANUFACTURE SPECIFICATIONS. EQ (8'-0" MAX.)EQ (8'-0" MAX.)OR MATCH (E) FENCE HEIGHT8' - 0" MAX.EQ.EQ.A800 9 TYP A - DETECTABLE WARNING TRUNCATED DOMES NOMINAL 2.3-2.4" PLAN VIEW SECTION A 0.45-0.47"0.18-0.22"0.9 - 0.92"NOTE: 1. TRUNCATED DOMES SHALL BE AC APPROVED. 2. TRUNCATED DOMES CONTRAST TO ADJACENT PAVING MIN. 3. COLOR OF THE DECTECTABLE WARNINGS TO BE YELLOW, AS PER FS 33538 OF THE FEDEREAL STANDARD 595C, WITH 36" LENGTH HOUR CHARGING 7 6AM PMTO EXCEPT FOR ELECTRIC VEHICLE CHARGING 1' - 0"1' - 6"SIGN CONSTRUCTION TO BE 18 GAUGE T3 ALUMINUM W/ REFLECTORIZED RED LETTERS ON WHITE BACKGROUND. BACKED ENAMEL FINISH. MOUNT SIGN W/ 2-5/16" CARRAGE BOLTS W/ PEENED THREADS. 2" DIA. GALV. STL. STD. GAUGE FENCE POST. EMBED 18" INTO 12" DIA. x 24" DP. CONC. FTNG. NOTE: SIGN TO BE MOUNTED 60" FROM FINISH GRADE TO BOTTOM OF SIGN 11B-812.8.1 FOUR OR FEWER. WHERE FOUR OR FEWER TOTAL EVCS ARE PROVIDED, IDENTIFICATION WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) SHALL NOT BE REQUIRED80" MIN.10" MIN.7" MIN. WHITE SYMBOL COLOR 15090 PER FEDERAL STANDARD 595C BLUE BACKGROUND REFLECTORIZED SIGN,70 SQ. IN. MIN. VAN ACCESSIBLE SIGN WHERE REQUIRED 2" DIA. GALV. STL. STD. GAUGE FENCE POST EMBED 21" INTO 12" DIA. x 24" DP. CONC. FTNG. NOTE: 1. SIGN TO BE CENTERED IN FRONT OF EACH H.C. PARKING STALL WITHIN CLEAR VIEW BUT NOT TO OBSTRUCT PASSAGE FROM PARKING 4' - 0"3' - 0"3' - 6"6"2"CROWN TOP WELD 1/4" [6] THICK STEEL TABS FOR CHAIN & LOCK (IF REQ.) 4" GALV. STEEL PIPE FILLED W/ CONC/ TO BE PAINTED W/ YELLOW PAINT ROUND CONCRETE F.G. MIN. 12" CONCRETE FOOTING PER STRUCTURALU.O.N.6"9"6" 1/2" DIA CONTINUOUS STEEL BARCURB LINE2" WEAKENED PLANE JOINT TOP OF ASPHALT 1/2" R 1 3 CONCRETE FOOTING 11" 2 "2"FRONT ELEVATION PLAN VIEW SIDE ELEVATION PAINT STRIPING PER PLAN 4' LONG CONC. WHEEL STOP w/REINF. PER MANUF. RECOMMENDATIONS FROM EDGE OF STALL, BLDG, OR PROPERTY LINE U.N.O. INSTALL ANCHORS PER MANUF. INSTRUCTIONS TOP OF PARKING LOT FINISH SURFACE NOTE: ALL WHEEL STOPS TO BE PLACED ON DRIVERS SIDE OF STALL TYP.5 1/2"6"4' - 0"5 1/2"2' - 0" 7" 2 1/2" CHARACTERS & SYMBOLS SHALL CONTRAST W/ THEIR BACKGROUND EITHER LIGHT BLUE CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON LIGHT BACKGROUND 3' - 0"3' - 0"3' - 0"3' - 0"OR MATCH (E) FENCE HEIGHT8' - 0" MAX.OR PER MFR. EQ.OR PER MFR. EQ.(N) LOCATION 4' - 4" CLR. FIELD VERIFY (E) 2"∅END POST (E) CHIN-LINK FENCE (E) MIDDLE BRACE RAIL (E) BOTTOM BRACE RAIL (E) GATE LATCH (E) 4'-0" W. CHAIN-LINK GATE TOBE RELOCATED (FIELD VERIFY GATE SWING) A800 9 TYP 3' - 6"1' - 0"1' - 6"SIGN CONSTRUCTION TO BE 18 GAUGE T3 ALUMINUM W/ REFLECTORIZED RED LETTERS ON WHITE BACKGROUND. BACKED ENAMEL FINISH. MOUNT SIGN W/ 2-5/16" CARRAGE BIKTS W/ PEENED THREADS. 2" DIA. GALV. STL. STD. GAUGE FENCE POST. EMBED 18" INTO 12" DIA. x 24" DP. CONC. FTNG. NOTE: SIGN TO BE MOUNTED 80" FROM FINISH GRADE TO BOTTOM OF SIGN, MINIMUM RESERVED FOR CARPOOL K-3324KATHRYNTO ILETVITREO US CHINA SET TOP OF FLOOR DRAIN 1/2" BELOW FIN. FLR. SLOPE FLOOR TO FLOOR DRAIN FLASHING CLAMP W/ 4 LB. SHEET LEAD FLASHING FLOOR DRAIN WITH GRATE FINISH FLOOR PER SCHED. DRAINAGE PER PLUMBING THINSET LEVEL CERAMIC TILE (0'-0" ELEV) FLOOR DRAIN PER 11/A801 (-1/4" ELEV)1'-6"24" MAX.38"-43" A.F.F.HI-LOW DRINKING FOUNTAIN FACE OF WALL FACE OF WALL FACE OF WALL FACE OF WALL 30" x 48" FLOOR SPACE ELEVATION PLAN SIDE VIEW27" MIN.36" MAX.16" MIN.1' - 4" MIN. EQ EQ FLOOR SPACE 32" CLR MIN. 1' - 6" 5" MAX.A. ALL ACCESSORIES TO BE ACCESSIBLE UNLESS NOTED OTHERWISE. B. ALL ITEMS SHOWN NOT NECESSARILY USED. C. FOR MIRROR INSTALLATION ABOVE CERAMIC TILE (CT) PROVIDE HARDBOARD FURRING BEHIND MIRROR FLUSH WITH FACE OF CT WAINSCOT. HOLD EDGE BACK FROM EDGE OR MIRROR. SEAL THE RESULTING REVEAL WITH SANITARY SEALANT. D. PROVIDE MOUNTING SUPPORTS AT ALL SHELVES, TOILET ACCESSORIES, MIRRORS, CLOCKS, CHALK BOARDS, MARKER BOARDS, WALL HOOKS, COAT RACKS/HOOKS, WOOD TRIM, DOOR BUMPERS, FIRE EXTINGUISHERS AND OTHER ITEMS TO BE SECURED TO WALL UNLESS OTHER MEANS OF SUPPORT ARE INDICATED. E. PROVIDE MOUNTING SUPPORTS AT LOCATIONS REQUIRED BY OWNER FOR OWNER INSTALLED ITEMS. CONTRACTOR TO COORDINATE WITH OWNER. F. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MARKING LOCATIONS OF ITEMS REQUIRING MOUNTING SUPPORTS. G. ALL PLAN DIMENSIONS SHOWN HERE ARE TYPICAL UNLESS NOTED OTHERWISE. REFERENCE FLOOR PLANS FOR ADDITIONAL ROOM DIMENSIONS. H. DOOR LOCATIONS SHOWN HERE ARE FOR EXAMPLE ONLY, REFERENCE FLOOR PLANS FOR ACTUAL DOOR LOCATION AND SWING. I. ALL FIXTURES AND ACCESSORIES AT T-24 & ADA ACCESSIBLE ROOMS TO MEET ACCESSIBLE CODE REQUIREMENTS. J. FAUCET CONTROLS & OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND & SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 lb/ft LEVER OPERATED, PUSH-TYPE & ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. K. FLUSH CONTROL SHALL BE ON WIDE SIDE OF TOILET COMPARTMENT AT ALL ACCESSIBLE STALLS. L. WHERE ONLY ONE TYPE OF TOILET FIXTURE OR ACCESSORY IS USED IT SHOULD BE ACCESSIBLE FOR DISABLED PERSONS. M. "STD." INDICATES STANDARD DIMENSIONS. MIRROR 3' - 4" MAX.2' - 10" MAX.2' - 3" MIN.BOTTOM OF REFLECTIVE SURFACE 3' - 4" MAX.SOAP DISPENSER FLR. SPACE 2' - 6" CLR. *SEE UNDER SINK CLEARANCES PER 7/A801 PORCELAIN TILE; THIN-SET NOTE: SEE FINISH PLAN FOR LOCATION AND EXTENT OF CERAMIC TILE FINISH ALUMINUM SCHLUTER COVE CERAMIC TILE FINISH SCHEDULE SEE WALL TYPES PER PLAN SLAB PER STRUCTURE WATERPROOF MEMBRANE WATERPROOF MEMBRANE OVER CEMENT BACKER BOARD SLOPE TO DRAIN 1% MIN., 2% MAX. 30" X 48" CLR. FLR. SPACE 1' - 6"URINAL PARTITION4' - 10"1' - 0"MIN. 1' - 3" PROVIDE BACKING @ CONNECTIONS PER 9/A803 MAX.1' - 5"14" - 17" MIN. 1' - 3" MIN. 1' - 3" 9 A803 MIRROR PAPER TOWEL DISPENSER & DISPOSAL FINISH FLOOR DIAPER CHANGING TABLE HIGHEST PART OF OPERABLE CONTROLS SIDE FRONT POSITION 4" MAX PROJECTION IN CLOSED 27" MIN. CLR.HANDLE IN CLOSED POSITION4' - 0" MAX. TO TOP OF3' - 4" MAX.MAX.1' - 7"WARM AIR HAND DRYER 4" MAX PROJECTION TOILET SEAT COVER DISPENSER PAPER TOWEL DISPENSER SANITARY NAPKIN DISPENSER TOILET PAPER DISPENSER, 3" MAX. PROJECTION FROM WALLIN OPEN POSITION2' - 10" MAX.5' - 0" MIN.OF GRIPPING SURFACE33" -36" TO TOP17" - 19"32" MIN. 1' - 0" MIN.2' - 0" MIN. GRAB BAR FLUSH VALVE ON WIDE SIDEWALL OR TOILET PARTITIONWALL OR TOILET PARTITION5' - 0"1' - 0"GRAB BAR OF GRIPPING SURFACE33" X 36" TO TOPTOILET SEAT COVER DISPENSER 3' - 6" MIN. MAX. 1' - 0"3' - 4" MAX.7" - 9" MAX1' - 7"1-1/2" MIN.WITH OUTSWING DOOR 60" MIN. @ SIDE ENTRY FRONT ENTRY 48" MIN. @ 1,13 A804 1,13 A804 4 X 6 BLOCK BETWEEN STUDS W/ SIMPSON A-34 TOP & BOTTOM EA. END SUPPORT MAX. 48" O.C. #12 WOOD SCREWS EMBED. 3" MIN. 2x WOOD STUD WALL 1 1/2"1 1/2" LOCATE STUD BEHIND GYP. BD. FINISH GYP. BD. PER WALL TYPE GRAB BAR ATTACH W/ (3) #14 FLATHEAD S.S. SHEET METAL SCREWS 16 GA. MIN. STEEL PLATE GRIND ALL EDGES SMOOTH GRAB BAR 11/2" O.D. NOTE: 48" GRAB BAR -MINIMUM 3 STUDS 36" GRAB BAR -MINIMUM 2 STUDS INSTALLATION OF GRAB BARS BY CONTRACTOR SHALL ASSURE THAT THE STRUCTURAL STRENGTH OF GRAB BARS, FASTENERS, AND MOUNTING DEVICES SHALL MEET THE FOLLOWING: 11/2" DIA. SS GRAB BAR (CONCEALED FASTENERS)33" A.F.F.MOUNTING FLANGE W/ 2-14 GA x MTL. SCREWS S.S. COVER PLATE A. BENDING STRESS IN A GRAB BAD INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE APPLICATION OF A 250-LB(1112N) POINT LOAD SHALL BE LESS THAN ALLOWABLE STRESS FOR THE MATERIAL OF THE GRAB BAR. B. SHEAR STRESS INDUCED IN A GRAB BAR BUT THE APPLICATION OF A 250- LB(1112N) POINT LOAD SHALL BE LESS THAT THE ALLOWABLE SHEAR STRESS FOR THE MATERIALS OF THE GRAB BAR, AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS CONSIDERED TO BE FULLY RESTRAINED THEN DIRECT AND TORSIONAL SHEAR STRESSES SHALL NOT EXCEED THE ALLOWABLE SHEAR STRESS. C. SHEAR FORCE INDUCED IN FASTENER OR MOUNTING DEVICES FROM THE APPLICATION OF A 250-LB(1112N) POINT LOAD SHALL BE LESS THAT THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER ALLOWABLE LOAD. D. TENSILE FORCE INDUCED IN A FASTENER BY DIRECT TENSION FORCE OF A 250- LB(1112) POINT LOAD, PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF A 250-LB(1112) POINT LOAD, SHALL BE LESS THAN THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND SUPPORTING STRUCTURE. E. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 35/8" METAL STUD OR 16 GA. PLATE WATER RESISTANT GYP. BD. CERAMIC TILE WAINSCOT TYP. 1 1/2" CLR.4"PLATE LENGHT EQ GRAB BAR LENGTH SEE NOTE BELOW EQ 4" MAX FOR PROJECTIONS WITHIN 80" OF F.S.WHEN HIGHER THAN 27"MECHANISMS SHALL BE OPERABLE W/ ONE HAND & SHALL NOT REQUIRE GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO MORE THAN 5 LBS. LEVER OPERATED, PUSH-TYPE & ELECTRONICALLY CONTROLLED MECHANISMS ARE ACCEPTABLE. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE SINK SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE OBJECTS OR SURFACES UNDER SINK. AREA NOT HATCHED BELOW COUNTER MUST BE ACCESSIBLE AND CLEAR. FIN. FLOOR 7"NO BASE2' - 10"2' - 10"9"8" MIN. 1' - 5"CLR.9"ELEVATIONSECTION 5/8" GYP. BD. INSULATION PER WALL TYPE 5/8" GYP. BD. @ ALL SIDES OF OPENINGS AT INTERIOR FIRE RATED WALLS ONLY. NOT REQUIRE FOR OUTSIDE FACING FE CABINETS ON EXTERIOR SIDE OF EXTERIOR WALLS 2A10BC SQUARE TRIM ROUGH OPENING: 25"H X 101/2"W X 4"D WALL PER PLAN PULL HANDLEPULL HANDLE HIGHEST PART OF OPERATING HANDLE MAX.4' - 0"4' - 0"TYP.1 1/4"1' - 1"27"4" MAX. TO FACE OF HANDLE STEEL, WHITE, SEMI-RECESSED ROLLED EDGE (NOT TO EXCEED 4" PROJECTION), FULL GLASS WITH TEMPERED SAFETY GLASS MAX.4' - 0"SURFACE MOUNTED FIRE EXTINGUISHER CABINET AT METAL STUD WALL EXPANSION ANCHORS PER PRODUCT APPROVAL EXISTING METAL STUD WALL SECTION DETAIL A: SURFACE MOUNTED -PORTABLE FIRE EXSTINGUISHERMAX.2' - 3"PULL HANDLE # 10 SMS @ EA CORNER TO BACKING PER 9/A803 DETAIL B: SEMI-RECESSED I1 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 5/8'' TYPE 'X' GYP. BD. 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION I2 5/8'' TYPE 'X' GYP. BD. BOTH SIDE EXISTING CONCRETE FLOORING 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION I3 6" 18 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 6" MTL. TRACK, WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 5/8'' TYPE 'X' GYP. BD. BOTH SIDES I4 CERAMIC TILE PER FINISH SCHEDULE 5/8'' TYPE 'X' GYP. BD. 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 1/2" CEMENT BACKER BD. I5 I6 HUNTER DOUGLAS 300c LINEAR PLANK MUTLI BOX CONT. WALL WALL BASE PER FINISH SCHEDULE 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE CERAMIC TILE PER FINISH SCHEDULE 5/8'' TYPE 'X' GYP. BD. 6" 18 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 6" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 1/2" CEMENT BACKER BD. WALL BASE PER FINISH SCHEDULE 5/8'' TYPE 'X' GYP. BD. EXISTING CONCRETE FLOORING 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE I7 5/8'' TYPE 'X' GYP. BD. EXISTING CONCRETE FLOORING 6" 18 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 6" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE I8 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION 1/2" PLY. WD. 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION HUNTER DOUGLAS 300c LINEAR PLANK MUTLI BOX CONT. WALL OR EQUAL IN 8453 ANIGRE OR APPROVED EQUAL TYP. 1/2" PLY. WD. I9 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 5/8'' TYPE 'X' GYP. BD. 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION HUNTER DOUGLAS 300c LINEAR PLANK MUTLI BOX CONT. WALL WALL BASE PER FINISH SCHEDULE 1/2" PLY. WD. 3/8" BULLET RESISTANCE PANEL UL LEVEL 3 I10 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION 1/2" PLY. WD. 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION HUNTER DOUGLAS 300c LINEAR PLANK MUTLI BOX CONT. WALL IN 8453 ANIGRE OR APPROVED EQUAL TYP. 3/8" BULLET RESISTANCE PANEL UL LEVEL 3 I11 5/8'' TYPE 'X' GYP. BD. BOTH SIDES EXISTING CONCRETE FLOORING 3-5/8" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE 3/8" BULLET RESISTANCE PANEL UL LEVEL 3 I12 CERAMIC TILE PER FINISH SCHEDULE BOTH SIDES 6" 20 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION 6" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING CEMENT BACKER BD BOTH SIDES WALL BASE PER FINISH SCHEDULE CERAMIC COVE BASE PER FINISH SCHEDULE I13 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE EXISTING CONCRETE FLOORING 5/8'' TYPE 'X' GYP. BD. 5-1/2" 16 GA. MTL. STUD @ 16" O.C. FRAMING W/ SOUND ATTENUATED INSULATION HUNTER DOUGLAS 300c LINEAR PLANK MUTLI BOX CONT. WALL WALL BASE PER FINISH SCHEDULE 1/2" PLY. WD. I14 (3) 1/2" SHEETROCK FIRECODE C CORE GYP. BD. EXISTING CONCRETE FLOORING 3-5/8" 20 GA. MTL. STUD @ 24" O.C. 3-5/8" MTL. TRACK, SEE WALL FRAMING SHEETS FOR CONNECTION INFORMATION FLOORING PER FINISH SCHEDULE WALL BASE PER FINISH SCHEDULE 3" THERMAFIBER SAFB U419 / U455 3HR RATED 3 3/4" AIR GAP V.I.F. 7/8" CEMENT PLASTER (STUCCO) O/ SELF-FURRING LATH O/ 5/8" PLY.WD. SHEATHING CONNECT TO (E) STRUCTURE PER 4/A803 FINISH PER WALL TYPESGAP3/4"MAXTRAK SLOTTED DEFLECTION TRACK METAL STUDS PER WALL TYPE MTL. STUDS PER PLAN BRACE MID-HEIGHT (ICC ESR -3064P) BOTT. TRACK CONNECT TO (E) CONCRETE SLAB PER 5/8" TYPE 'X' GYP. BD. 1 LAYER EA. SIDE ATTACH TO STUDS W/ 1" TYPE S DRYWALL SCREWS @ 8" O.C. TO VERT. EDGES & 12" O.C. TO TOP & BOTT. RUNNERS & STAGGER ALL JOINTS DEFLECTION TOP TRACK PER ROOF FRAMING/ STRUCTURE ABOVE (EXISTING) FIN. FLR. WALL BRACING PER 8'-4" MAX.FINISH PER WALL TYPES /6 A803 /10 A803 /4 A803 DOUBLE STUDS @ SIDES OF OPENING USE #10 SELF-TAPPING SHEET METAL SCREWS WHEN ATTACHING ITEMS TO BACKING PLATE. STRUCTURE ABOVE PER 6/A803 FINISH CEILING PER REFLECTED CEILING PLAN CASEWORK PER INTERIOR ELEVATION OR EQUIPMENT ANCHORED TO WALL 6"x16 GA. STEEL TRACK BACKING TRACK CONC. SUB-FLOOR NOTE: 5' - 0" MAX. /8 A803 ALLOWED NO DUCT PENETRATION PROVIDE 16 GA. STUD MIN BRACE PER ABOVE ANGLE PER ABOVE - FASTEN TO TOP TRACK W/ 3-#10 S.M.S. STUD WALL PER PLAN 12 GA.x3"x3" ANGLE U.O.N. 400S162-54 BRACE SAME SECTION AS WALL STUD W/ (4) #10 S.M.S. TO ANGLE ALTERNATE BRACES EA SIDE AT INTERIOR WALLS, 2 BRACES MIN PER WALL ROOF FRAMING / STRUCTURE ABOVE (EXISTING) CONT. 35/8" x 20 GA. LEDGER W/ 2-#6 S.M.S. TO EA. STUD CLIP FLANGES AND BEND WEB, ATTACH TO LEDGER W/ (4) #10 SMS STUD WALL PER PLAN (4) #12 SMS @ BARE METAL DECK, (2) 3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED INTO CENTER OF LOWER FLUTE @ CONCRETE FILLED DECK (ICC ESR-1917) 8" TYP. 8" MIN 1"1" 1 MAX .BRACE LENGTH19'-8" MAX.A A A-A 400S162-54 STRONGBACK AT EACH BRACE WHERE LENGTH IS ≥7'-6", PROVIDE #10 SCREWS @ 12" O.C. TO BRACE (1ST SCREW 6" FROM ENDS) BRACE PER ABOVEMIN.6"CLG. PROVIDE LATERAL BRACES PER DETAIL 4/A804 TWO STUD BAYS EA. SIDE @ TOP & MIDPOINT 3 STUDS @ CORNERS EXISTING STRUCT. ABOVE NOTE: 1. TRACK & CORNERS 2. MULTIPLE STUDS TO BE WELDED (1/8" X1 @ 12" O.C.) 3. FRAMING DETAIL REFERENECED HERE CAN BE FOUND ON DETAIL 9/A803 OPEN. 8'-0" MAX. WINDOW OPENING 8'-0" MAX. 1' - 0"1' - 0" A9 A803 9 A803 C,D 9 A803 D9 A803 E,F9 A803 E,F9 A803 9 A803 C,D G9 A803 H9 A803 B TOP TRACK SPLICE PER 6/A804 1. ALL STUDS SHALL BE PER S.S.M.A. ICC ESR-3064P, OR EQUAL. ALL STUDS, TRACK AND MISC. SECTIONS SHALL BE AS FOLLOW. STUDS & TRACK -18GA OR LIGHTER ASTM A653, SS GRADE 33 STUDS & TRACK -16GA OR HEAVIER ASTM A653, SS GRADE 54, CLASS 1 OR 3. ANGLES AND PLATES (ALL) ASTM A653, SS GRADE 33 SIZES AND GAUGES OF STUD FRAMING SHALL BE WALL TYPE UNLESS NOTED OTHERWISE ON THE PLANS PER DETAILS. 2. ALL TOP AND BOTTOM TRACKS SHALL BE 2 GA. HEAVIER THAN STUD GAGE, U.O.N. 3. ALL SHOTPINS SHOWN FOR CONNECTIONS TO METAL DECK AND/OR CONCRETE TOPPING ON STEEL DECK SHALL BE HILTI 0.157" DIA. X 1" X-U PER ICC ESR-2269. W/ 3/4" MIN EMBED FOR CONCRETE APPLICATIONS. MINIMUM SPACING = 12" O.C., U.O.N MINIMUM EDGE DISTANCE = 3" 4. ALL SHOTPINS SHOWN FOR CONNECTIONS TO STEEL FRAMING OR DECK CLOSURE PLATE SHALL BE 0.157" HILTI X-U ICC ESR-2269, OR EQUAL. MINIMUM SPACING = 12" O.C., U.O.N. MINIMUM EDGE DISTANCE = 1/2" 5. ALL SCREW FOR CONNECTIONS TO CONCRETE SLAB SHALL BE 3/16" TAPCON SCREW WITH 1.5" EFFECTIVE EMBEDMENT PER ESR-2202 OR EQUAL. MINIMUM SPACING = 16" O.C. U.O.N. MINIMUM EDGE DISTANCE = 2" 6.ALL SCREWS FOR CONNECTION BETWEEN GAUGE METAL PIECES SHALL BE #10 SHEET METAL SCREWS TYP. U.O.N. GRABBER SCREWS PER ICC-ESR-1271, OR EQUAL MINIMUM SPACING = 16" O.C. MINIMUM EDGE DISTANCE = 1/2" 7.ALL WELDING WILL BE DONE BY A CERTIFIED WELDER. 8.FOR WELDING USE ELECTRODE E60;. ALL VERTICAL WELDING WILL BE DONE DOWNWARD. 9.CONTRACTOR SHALL CONTACT ENGINEER FOR ANY TYPE OF DISCREPANCY 10. NO OFF SITE FABRICATION OR WELDING IS TO BE DONE. NOTE: REFER TO 2/A803 FOR MTL. STUDS PROPERTIES TRACK 0.7722.316600S162-43 0.447 0.262362S162-33 0.551 0.292 PROPERTIES STUDS 1.434 Sx (in3) 5.736800S162-54 0.670 Ix (in4)SECTION AREA (in2) SECTION Ix (in4) (EFFECTIVE)AREA (in2) NOTE NOTE 21/2" x 13/8" x 20 GA.0.197258S137-33 0.203 0.156 0.7393.600800T125-43 0.473 1.0654.653800T125-54 0.594 0.1030.166250T125-54 0.2252" x 11/4" x 16 GA. 0.1470.231250T125-43 0.225 600T125-54 0.480 2.221 0.653 600T125-43 0.383 1.750 0.515 0.346362T125-54 0.678 0.312 0.2450.531362T125-43 0.276 Sx (in3) (EFFECTIVE) 35/8" x 15/8" x 20 GA. 6" x 15/8" x 18 GA. 8" x 15/8" x 16 GA. 2" x 11/4" x 18 GA. 35/8" x 11/4" x 16 GA. 6" x 11/4" x 16 GA. 6" x 11/4" x 18 GA. 8" x 11/4" x 16 GA. 8" x 11/4" x 18 GA. 35/8" x 11/4" x 18 GA. CUT AND BEND FLANGES @ STUDS 3 #10 S.M.S. EACH STUD STUDS PER PLAN (16 GA. MIN) MIN 6"x16 GA. UNPUNCHED STEEL TRACK W/ MIN 2" FLANGES ONE PIECE ON MIN. OF 2 STUDS. EXTEND BACKING ONE STUD BAY BEYOND EDGE OF CABINET OR EQUIP. M A X .1 6 "4 "M A X .3M FIRE BARRIER CP 25 WB+ CAULK PACKING MATERIAL MIN. 3" (76 MM) MINERAL WOOL BATT INSULATION METAL PIPE OR CONDUIT TYPE "X" GYP. BD. RATED GYPSUM BOARD WALL ASSEMBLY STEEL SLEEVE (UL W-L-1003 < 12"∅- SCHEDULE 10 (OR HEAVIER) STEEL PIPE (UL W-L-1016 < 3"∅-SCHEDULE 10 (OR HEAVIER) STEEL PIPE, MULTIPLE PIPES AND/OR CONDUIT PROVIDED A MIN SEPARATION OF 1/4 IN. A 1-HR TO 2-HR FIRE RATED PARTITION *UL DESIGN #U405 -REFER TO DETAIL 13/A804 & 10/A804 FOR ADDITIONAL 1-HR FIRE RATED WALL INFORMATION F.F. ELEV. SILL HEAD PLAN FIRE SEALANT PER DETAIL 10/A804 1-LAYER 5/8" TYPE 'X' GYP. BD. AT EA. SIDE. REFER TO DETAIL 13/A804 FOR ADDITIONAL INFORMATION FIRE SEALANT PER DETAIL 13/A804 MTL. STUDS @ 16" O.C. PER PLAN UNDERSIDE CONNECTION PER DETAIL 10/A804 BATT INSUL. PER DETAIL 13/A804, TYP.1/2"B A803 A A803 A803 C A803 F A803 E A803 H A803 G A803 CONCRETE FLOOR SLAB TRACK CONTINUES @ SIDELIGHT FLOOR LINE #10 S.M.S EA. STUD @ EA. FLG. TRACK SAME GA. AS STUDS. 16 GAUGE DBL. STUDS @ EA. JAMB STUDS PER PLAN 16 GAUGE DBL. STUDS @ EA. JAMB MULTIPLE STUDS TO BE WELDED, TYP. 16 GAUGE TRACK SILL STUDS PER PLAN INTERMEDIATE STUD WHERE OCCURS #10 SHEET METAL SCREWS @ EA. INTERMEDIATE STUD #10 S.M.S. @ 12" O/C TYP. TOP OF PARTITION TOP OF PARTITION PARTITION TOP TRACK (NOT ATTACHED TO NESTING TRACK) 1-1/2" CLEAR NESTING TRACK TOP OF OPENING SECT. @ HEADER SILL STUD UNDER SILL BOTT. OF PART.BOTT. OF PART. #10 S.M.S. SCREWS TYP. @ 1 1/2" O.C. MAX STUD TRACK STUD TRACK 8'-0" MAX. SPAN 2-16 GAUGE STUDS @ EA. JAMB #10 S.M.S (3 MIN AT SILL) #10 S.M.S @ PARTITION TOP TRACK TO EA. STUD D 8"X 16 GA STUD NOTE: PLEASE NOTE THESE DETAILS ARE REFENENCED FROM DETAIL 8/A803 4-#10 SMS MIN, TYP NOTE: USE UNPUNCHED STUDS & TRACKS IN HEADER ASSEMBLY. (SAME GAGE AS STUD OR THICKER) (SAME GAGE AS STUD OR THICKER) SCALE: 3" = 1'-0" A803 6 WALL TO (E) STRUCTURE - TOP TRACK SCALE: 1" = 1'-0" A803 3 INT. PARTITION WALL SCALE: 12" = 1'-0" A803 1 TYP. FRAMING FOR CASEWORK SCALE: 1 1/2" = 1'-0" A803 10 TYP. WALL BRACING SCALE: 1/4" = 1'-0" A803 5 TYP. METAL STUD NON-BEARING PARTITION FRAMING SCALE: 3" = 1'-0" A803 4 STEEL STUDS GENERAL NOTES SCALE: 12" = 1'-0" A803 2 STUD PROPERTIES SCALE: 12" = 1'-0" REF: A810 A803 8 WALL MOUNTED ITEM MTL. BACKING SCALE: 1 1/2" = 1'-0" A803 7 RATED PENETRATION SCALE: 1 1/2" = 1'-0" A803 11 INTERIOR 1-HR RATED WALL 3 5/8" CONT. CHANNEL LEDGER 3-5/8" 20GA. MTL. JOISTS @ 24" O/C (8' SPAN MAX.) WRAP TUNNEL W/ 5/8" TYPE X GYP. BD. EA. SIDE SUSPENDED CEILING PER REF. CEILING PLAN , WHERE APPLICABLE 5/8" TYPE X GYP. BD. EA. SIDE 3-5/8" MTL. STUDS PER PLAN BOTT. TRACK CONNECT TO (E) CONCRETE SLAB PER 7/A803 #10 SMS @ EA. STUD FLANGE TO BOTTOM TRACK CLNG. PLANPER REF.MIN. 24"BRACING CONNECTION TO EXISTING STRUCTURE ABOVE 4' -0" O.C. PER DETAIL SUSPENDED CLNG. & INSULATION PER REF. CLNG. PLAN WHERE OCCURS MTL. STUDS PER PLAN W/ INSULATION WHERE OCCURS BOTTOM TRACK CONNECT TO (E) CONCRETE SLAB PER PER SCHED.CLNG. HEIGHT/4 A803 /10 A803 NOTE: 1.INSTALL STRAP AND BLOCKING @ 4' -0" MAX. VERTICALLY U.O.N. 2.FOR A NON-LOAD BEARING WALL WITH GYPSUM BOARD OR OTHER APPROVED ASTM RIGID FACING MATERIAL ATTACHED TO BOTH STUD FLANGES FOR THE ENTIRE HEIGHT OF THE WALL, NO BRIDGING IS REQUIRED. 3.FOR A NON-LOAD BEARING WALL WITH PARTIAL HEIGHT GYPSUM BOARD CONTINUOUS BRIDGING IS REQUIRED AT 4'-0" MAX. O.C. VERTICAL SPACING ABOVE THE ELEVATION AT WHICH THE BOARD IS TERMINATED. 4.FOR A NON-LOAD BEARING WALL WITH SHEATHING ON ONLY ONE SIDE, CONTINUOUS BRIDGING IS REQUIRED AT 4'-0" MAX. O.C. VERTICAL SPACING. #10 SMS AT EACH STUD 18 GA x 2" STRAP CONTINOUS INSTALL TAUT (2) #10 SMS TO STUD AND (4) #10 SMS TO BLOCKING TYPICAL 2" FLANGE TRACK, SIZE TO MATCH STUD, 16 GA. CLIP AND BEND FLANGE, INSTALL @ 48" MAX. O.C. & EA. END OF WALL STUD PER PLAN WALL FINISH F.F. ELEV. SILL PLAN 5/8" TYPE 'X' GYP BD STUD TRACK BASE PER FINISH SCHEDULE METAL STUD PER PLAN CONTINUOUS SEALANT, TYPICAL UNDERSIDE OF EXISTING STRUCTURE (E) PER-FAB CONCRETE WALL 6" PAST CEILING BRACE PER 10/A803 WIDTH TO MATCH TRACK 1'-0" SECTION OF 43 MIL STUD EQ.EQ. TRACK SPLICETOP TRACK STUD, TYP. (3) #10 SMS. EA. SIDE EA. FLANGE ON SIZES 18" X 18" AND LARGER. USE AUXILIARY SPRING. SPRING MUST BE SECURELY ATTACHED TO ANGLE BRACKET ON DOOR AND TO FRAMING ABOVE DOOR HINGE SPRING MUST BE INSTALLED SO THAT DOOR IS SELF-CLOSING TYPE "X" GYP. BD 24" X 24" MIN ACCESS PANEL TYPE "X" GYP. BD BOTH SIDES OF STUDS 1. STEEL FLOOR OR CEILING TRACKS -(NOT SHOWN) -TOP AND BOTTOM TRACKS OF WALL ASSEMBLIES SHALL CONSIST OF STEEL MEMBERS, MIN NO.20 MSG (0.0329 IN., MIN. BARE METAL THICKNESS) STEEL OR MIN. NO.20 GSG (0.036 IN. THICK) GALV STEEL OR NO.20 MSG (0.033 IN. THICK) PRIMED STEEL, THAT PROVIDED A SOUND STRUCTURAL CONNECTION BETWEEN STEEL STUDS AND TO ADJACENT ASSEMBLIES SUCH AS A FLOOR, CEILING AND/OR OTHER WALLS. ATTACHED TO FLOOR AND CEILING ASSEMBLIES WITH STEEL FASTENERS SPACED NOT GREATER THAN 24 IN. O.C. 2. STEEL STUDS -MIN 3-1/2 IN. WIDE, NO.20 MSG (0.0329 IN., MIN. BARE METAL THICKNESS) CORROSION PROTECTED COLD FORMED STEEL STUDS DESIGNED IN ACCORDANCE WITH THE CURRENT EDITION OF THE SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE. ALL DESIGN DETAILS ENHANCING THE STRUCTURAL INTEGRITY OF THE WALL ASSMEBLY, INCLUDING THE AXIAL DESIGN LOAD OF THE STUDS, SHALL BE SPECIFIED BY THE STEEL STUD DESIGNER AND/OR PRODUCER, AND SHALL MEET THE REQUIREMENTS OF ALL APPLICABLE LOCAL CODE AGENCIES. THE MAX. STUD SPACING OF THE WALL ASSEMBLIES SHALL NOT EXCEED 24 IN. O.C. (OR 16 IN. O.C. WHEN ITEM 5B IS USED). STUDS ATTACHED TO FLOOR AND CEILING TRACKS WITH 1/2 IN. LONG TYPE S-12 SCREWS ON BOTH SIDES OF STUDS OR WELDED OR BOLTED CONNECTIONS DESIGNED IN ACCORDANCE WITH THE AISI SPECIFICATIONS. 3. LATERAL SUPPORT MEMBERS -(NOT SHOWN) -WHERE REQUIRED FOR LATERAL SUPPORT OF STUDS, SUPPORT MAY BE PROVIDED BY MEANS OF STEEL STRAPS, CHANNELS OR OTHER SIMILAR MEANS AS SPECIFIED IN THE DESIGN OF A PARTICULAR STEEL STUD WALL SYSTEM. 4. GYPSUM BOARD* -GYPSUM BOARD BEARING THE UL CLASSIFICATION MARKING AS TO FIRE RESISTANCE. APPLIED VERTICALLY WITH JOINTS BETWEEN LAYERS STAGGERED. OUTER LAYER OF 3 LAYER CONSTRUCTION MAYBE APPLIED HORIZONTALLY UNLESS SPECIFIED BELOW. THE THICKNESS AND NUMBER OF LAYERS AND PERCENT OF DESIGN LOAD FOR THE 45 MIN., 1 HR., 1-1/2 HR AND 2 HR RATINGS ARE AS FOLLOWS: DESIGN NO. U425 (FOR EXTERNAL WALLS, RATINGS APPLICABLE FOR EXPOSURE TO FIRE ON INTERIOR FACE ONLY (SEE ITEMS 4 & 5) BEARING WALL RATING -45 MIN., 1, 1-1/2 OR 2-HR (SEE ITEMS 2 & 4) LOAD RESTRICTED FOR CANADIAN APPLICATIONS -SEE GUIDE BXUV7 274 4 INTERIOR WALL HORIZONTAL SECTION 275a 4 EXTERIOR WALL HORIZONTAL SECTION 55b5c5eor 5.GYPSUM SHEATHING -FOR EXTERIOR WALLS, 1/2 OR 5/8 IN. THICK CLASSIFIED OR UNCLASSIFIED EXTERIOR GYPSUM SHEATHING APPLIED VERTICALLY AND ATTACHED TO STUDS AND RUNNER TRACKS WITH 1 IN. LONG TYPE S-12 BUGLE HEAD SCREWS SPACED 12 IN. O.C. ALONG STUDS AND TRACKS. ONE OF THE FOLLOWING EXTERIOR FACINGS ARE TO BE APPLIED OVER THE GYPSUM SHEATHING. 7.BATTS AND BLANKETS -PLACED IN STUD CACITIES OF ALL EXTERIOR WALLS. MAY OR MAY NOT BE USED IN INTERIOR WALLS. ANY GLASS FIBER OR MINERAL WOOL BATT MATERIAL BEARING THE UL CLASSIFICATION MARKING AS TO FIRE RESISTANCE,OF A THICKNESS TO COMPLETELY FILL STUD CAVITY. NOTE: FOR TOP OF WALL TERMINATIONS, USE UL HW-D-0262 PER DETAIL 10/A804. ANY 1/2 IN. THICK UL CLASSIFIED GYPSUM BOARD THAT IS ELIGIBLE FOR USE IN DESIGN NO.X515. ANY 5/8 IN. THICK UL CLASSIFIED GYPSUM BOARD THAT IS ELIGIBLE FOR USE IN DESIGN NOS. L501, G512 OR U305 SEE GYPSUM BOARD (CKNX) CATEGORY -FOR NAMES OF CLASSIFIED COMPANIES OF 1/2 IN. OR 5/8 IN. THICK WALLBOARD. SEE BELOW FOR CLASSIFIED COMPANIES OF 3/4 IN. THICK WALLBOARD. ACADIA DRYWALL SUPPLIES LTD. -TYPE X CGC INC. -TYPES AR, IP-AR, IP-X3 OR ULTRACODE UNITED STATES GYPSUM CO. -TYPES AR, IP-AR, IP-X3 OR ULTRACODE INTERIOR WALLS EXTERIOR WALLS RATING WALLBOARD PROTECTION BOTH SIDES OF WALL - NO. OF LAYERS AND THKNS OF BOARD IN EACH LAYER % OF DESIGN LOAD 45 MIN.100*1 LAYER, 1/2 IN. THICK 1 HR.100*1 LAYER, 5//8 IN. THICK 1-1/2 HR.100*2 LAYERS, 1/2 IN. THICK 2 HR.80*2 LAYERS, 5/8 IN. THICK *3 LAYERS, 1/2 IN. THICK 100 RATING WALLBOARD PROTECTION BOTH SIDES OF WALL - NO. OF LAYERS AND THKNS OF BOARD IN EACH LAYER % OF DESIGN LOAD 45 MIN.100*1 LAYER, 5/8 IN. THICK 1 HR.100*2 LAYERS, 1/2 IN. THICK 1-1/2 HR.100*2 LAYERS, 5/8 IN. THICK 2 HR.100 *2 LAYERS, 3/4 IN. THICK 100 *3 LAYERS, 1/2 IN. THICK METAL STUD WALL PER PLAN FLAT PLATE CONNECTION PER 18/S104 SLIP TRACK CONNECTION PER 18/S104 GA NO. SRS 7204 STEEL RUNNER TRACK, FLEXIBLE SEALANT 2-HR FIRE RATING FIRE TEST: UL R11822 UL DESIGN HW-D-0262 COMPLETELY FILL GAP ABOVE GYPSUM PANELS WITH PROPRIETARY SMOKE AND SOUND BARRIER SEALANT FIRE DESIGN:STEEL RUNNER TRACK WITH MINIMUM DEPTH OF 1-1/4" ATTACHED TO FLOOR SLAB OR DECK. THE STEEL STUDS CUT 1/2" TO 3/4" SHORT AND POSITIONED INTO FLOOR RUNNER. GYPSUM BOARD APPLIED TO THE WALLS AS SPECIFIED IN THE LISTING FOR THE ONE OR TWO HOUR FIRE-RESISTANCE RATED SYSTEM WITH A NOMINAL GAP OF 5/8" BETWEEN THE TOP EDGE OF GYPSUM BOARDS AND THE BOTTOM OF THE FLOOR SLAB OR DECK AND FILLED WITH PROPRIETARY SMOKE AND SOUND BARRIER SEALANT. THE FIRST ROW OF SCREWS IN EACH LAYER OF GYPSUM PANEL IS LOCATED NOT LESS THAN 1" BELOW THE EDGE OF THE DRYWALL TRACK APPLIED TO THE FLOOR SLAB OR DECK. WHEN STEEL RUNNER TRACK IS INSTALLED PERPENDICULAR TO THE DECK FLUTES MINIMUM 4 PCF DENSITY MINERAL WOOL BATT INSULATION SHOULD BE FIRMLY PACKED INTO THE FLUTES OF STEEL DECK ACROSS TOP OF WALL. MINERAL WOOL FIRMLY PACKED INTO THE FLUTES OF THE STEEL DECK METAL STUD WALL PER PLAN SLIP TRACK CONNECTION PER 18/S104 COMPLETELY FILL GAP ABOVE GYPSUM PANELS WITH PROPRIETARY SMOKE AND SOUND BARRIER SEALANT MINERAL WOOL FIRMLY PACKED INTO THE FLUTES OF THE STEEL DECK PARALELL TO DECK FLUTES PERPENDICULAR TO DECK FLUTES 5/8" TYPE X GYPSUM PANELS CUT 5/8" MAX. FROM TOP OF PARTITION 5/8" TYPE X GYPSUM PANELS CUT 5/8" MAX. FROM TOP OF PARTITION #10 SMS EA. JOIST TOP AND BOTTOM. 5/8" GYP. B.D. CEILING / WALL W/ TYPE S SCREWS #10 x 1 5/8" PBH @ 12" MAX. O.C. METAL STUD WALL PER PLAN 2 -#10 SMS THROUGH FINISH TO EACH WALL STUD. CONT. TRACK SAME SIZE AND GA. AS JOIST WITH 2" FLANGE CEILING JOIST GYP. B.D. CEILING WHERE OCCURS . 1'-6 1/8" .. 5 1/16"4"- 8"INTERIOR 5/8" TYPE 'X" GYP. BD. KTC CLIP @ 20" O.C. BALCO 6GW-4-8 SYSTEM FLUSH MOUNTED WALL SYSTEM CLEAR ANODIZED FINISH ALUMINUM COVER MILL FINISH ALUMINUM BASE OR APPROVED EQUAL FASTENERS PER MANUFACTURER RECOMMENDATIONS METAL STUD FRAMING BALCO CMX -4 LOW PROFILE EXTERIOR WALL SYSTEM MILL FINISH ALUMINUM COVER MILL FINISH ALIMUNUM BASE w/45MIL EPDM WATER BARRIER 100% MOVEMENT COLOR:ALUMINUM SILICONE COLORS: TBD 10 1/2" 4" .90" (2MM) ALUM. (ALP090A1) CVRSPLC-(4)-CMX w/ @ SPLICE LOCATION TH14134AG w/NW1434 & 1/4" x 1/2" SLOTTED HOLE @ 20" O.C. EM3 SB12 @ 20" O.C. V3R R14112SP@ 20" O.C. NW14 @ 20" O.C. WB045 X 14" BSPLC-EM3 w/2x 6TEK-BP @ SPLICE LOCATIONS11/16".NOTE: FOR WATER BARRIER -APPLY A MASTIC SETTING BED, BY OTHERS SCALE: 1 1/2" = 1'-0" A804 7 ONE HOUR CORRIDOR SCALE: 1 1/2" = 1'-0" A804 3 TYPICAL PARTITION WALL A. NOT ALL DOOR AND FRAME TYPES SHOWN HERE MAY BE USED IN THIS PROJECT. B. FOR FRAME AND GLASS TYPES REFER TO PLANS, DOOR AND FRAME SCHEDULE, ELEVATIONS AND DETAILS. C. INSTALL TEMPERED GLASS PER CODE (UBC 2406). D. REFER TO PLANS FOR INTERIOR PARTITION TYPES AND EXTERIOR WALL TYPES. E. HOLLOW METAL FRAMES AT MASONRY PARTITIONS SHALL BE GROUTED SOLID. F. HOLLOW METAL FRAMES AT METAL STUD PARTITIONS SHALL BE SPOT GROUTED AT ALL FRAME ANCHORS WITH JOIN COMPOUND. G. REFER TO DOOR AND FRAME SCHEDULE FOR FRAME WIDTHS AND FOR DOOR INFORMATION. H. CONTINUE GYP. BD. OF HIGHER FIRE RATED WIDTHS AND FOR DOOR INFORMATION. I. CONTINUE GYP. BD. OF HIGHER FIRE RATED PARTITION CONTINUOUSLY PAST LOWER RATED, INTERSECTING PARTITION(S) TYPICAL. J. FOR GLAZING TYPES SEE DOOR SCHEDULE & SPECIFICATION SECTION 088000. K. ANY SIDELITE AND WINDOWS AT RATED OPENING SHALL NOT EXCEED 25 PERCENT OF THE AREA OF COMMON WALL WITH ANY ROOM.10" MAXMFR DIM1'-1" MAXMFR DIMEQUALQUANTITY OF HINGESVARIES, REFER TONOTES BELOWEQUALQUANTITY OF HINGESVARIES, REFER TONOTES BELOWNET DOOR HEIGHT3'-4" (40") NOMINAL3'-6" (42")3'-8" (44")DOOR CLEARANCES -1/8" AT HEAD, JAMBS & THRESHOLDS -1/4" TO CARPET -1/2" TO FINISH FLOOR OTHER THAN CARPET FRAME HEAD RABBET GENERAL NOTES A. INFORMATION SHOWN HERE IS FOR REFERENCE ONLY. B. REFER TO DOOR AND FRAME DETAILS FOR VARIATIONS TO THE DETAIL. C. REVISIONS AS PER MANUFACTURER AND LOCAL CODE VARIATIONS ARE TO BE SUBMITTED FOR REVIEW AND FINAL APPROVAL. D. USE 3 HINGES FOR DOORS UP TO AND INCLUDING 7'-6". SEE SPEC. 087100.2.2 FOR E. ADD 1 HINGE FOR EACH 2'-6" IN HEIGHT OR FRACTION THEROF AND FOR DOORS GREATER THAN 3'-6" IN WIDTH. F. ALL OPERATING HARDWARE SHALL BE MOUNTED BETWEEN 34"-44" A.F.F. UNLESS DIRECTED OTHERWISE BY APPLICABLE CODES. G. EXTEND DOOR OPENING JAMBS AND DOOR-TO-DOOR MULLIONS 1/8" BELOW THE FINISH FLOOR ELEVATION WHEN THE FLOOR FINISH IS TO BE INSTALLED AFTER FRAME. FOR REVIEW AND FINAL APPROVAL. HINGES TYPE DOOR PROVIDE 1/4" BETWEEN PLATE AND BOTTOM FO DOOR 10" ADA KICKPLATE OR AS SCHEDULED -PLATES ARE NOT TO EXCEED 1'-4" (16") AT RATED DOORS BOTTOM OF FRAME CL OF DEADLOCK STRIKE OF PUSH PLATE CL OF DOOR PULL GRIP AND OF PUSH-PULL BAR CL OF STRIKE FOR LEVERS, LOCKS, HANDLE SETS, ROLLER LATCHES, AND FIRE EXIT DEVICES CL OF HINGE CL OF HINGE CL OF HINGE HOLLOW METAL STOP DOOR TO DOOR (EXPOSED MULLION)C A GLASS TO GLASS B GLASS TO DOOR JAMB (TRANSOM SIMILAR)5/8"5/8"MINIMUM PER ULREQUIREMENT@RATED PARTITIONSMINIMUM PER ULREQUIREMENT@RATED PARTITIONS(2) 6" x 18 GA BOX HEADER UNLESS NOTED OTHERWISE STEEL STUD ANCHOR WELDED TO FRAME DOOR FRAME PER SCHEDULE DOOR PER SCHEDULE DOOR FRAME PER SCHEDULE DOOR PER SCHEDULE (2) 20 GA METAL STUDS REFER TOPLANS REFER TO PLANS JAMB DETAILB A HEAD DETAILNOMINALOPENING SIZE(TO ADJACENTREBATE ORFINISH FLOOR)NOTES: 1. EXTEND DOOR OPENING JAMBS AND DOOR-DOOR MULLIONS 1/8" BELOW FINISH FLOOR LEVEL WHEN FLOOR FINISH IS TO BE INSTALLED AFTER FRAME. 2. REFER TO OPENING DETAILS FOR VARIATIONS. DOOR CLEARANCES: 1/8" AT HEAD, JAMBS AND THRESHOLDS 1/4" TO CARPET 1/2" TO FINISH FLOOR OTHER THAN CARPET NOTE: OMIT HOLLOW METAL STOP AT CASED OPENINGS AND SOUND-GASKETED NON-RATED DOORS WITH APPLIED STOPS A TYPICAL HOLLOW METAL FRAME B GLASS OR LOUVER INSTALLATION 5/8"GLASS THICKNESS + 3/16" RUBBER TAPE RECESSED 1/4") LOUVER THICKNESS + 1/16" (SET LOUVER IN CONTINUOUS 1/2" (UNLESS NOTED OTHERWISE) 3-3/4" AT MASONRY; SUM OF STUD WIDTH + GYP. BD. AT STUD PARTITIONS 1/2" 1 15/16"VARIES 1 15/16"5/8"FRAME TYPESREFER TOADJACENT DOOR STOP BEYOND DOOR PER SCHEDULE DOOR FRAME METAL STUD RUNNER A HEAD DETAIL 5/8"EQ 1 15/16" EQ 5/8"5/8"1/2"1/2" 6" 1'-6" MIN.TYP. (2'-0" MIN. TYP. AT EXT. DOORS) NOTE: ALL TYPICAL DIMENSIONS U.N.O. GLAZING SCHEDULE GLASS TYPE GLASS THICKNESS DESCRIPTION REMARKS GL-1 1/4"CLEAR ANNEALED GL-1T 1/4"CLEAR ANNEALED, TEMPERED GL-21 1"INSULATED, LOW-E CLEAR UNIT GL-21T 1"INSULATED, LOW-E CLEAR, TEMPERED GL-41 1"SPANDREL UNIT W/ CERAMIC FRIT GL-61 3/16"CLEAR, FIRE-RATED UL # R13377 IN DOORS 20, 45 MIN. 1,296 S.I. MAX. WIDTH 36" MAX. HEIGHT 89" 90 MIN. 1,296 S.I. MAX. WIDTH 36" MAX. HEIGHT 56-1/2" OTHER THAN DOORS 20 TO 60 MIN. 3,3255 S.I. MAX. WIDTH 95" MAX. HEIGHT 95" GL-62 5/16" CLEAR, FIRE-RATED, LAMINATED SAFETY GL-63 1" CLEAR, INSULATED, FIRE-RATED, LAMINATED SAFETY GL-64 1 1/4" SUPERLITE, FIRE-RATED, LAMINATED SAFETY UL # R16644 MAX. 120 MIN. OTHER THAN DOORS 3,724 S.I. MAX. WIDTH 96" MAX. HEIGHT 96" SEE MATERIAL ID LIST FOR MORE INFO 6"6" MIN. 12"6" LEVEL AREA (LESS THAN 2% SLOPE) TYP. NOTE: Y=48" MIN. IF DOOR HAS BOTH A CLOSER AND A LATCH. PULL SIDE APPROACH PUSH SIDE APPROACH 60" MIN.36" MIN W/ OUT CLOSER44" MIN.54" INCHES PUSH SIDE APPROACH PULL SIDE APPROACH LEVEL AREA (LESS THAN 2% SLOPE) TYP.48" MIN. IF DOOR HAS CLOSER60" MIN 24"W/ OUT CLOSER44" MINFRONT PULL SIDE APPROACH LEVEL AREA (LESS THAN 2% SLOPE) TYP. NOTE: X=12" MIN. IF DOOR HAS BOTH A CLOSER AND A LATCH. PUSH SIDE APPROACH LEVEL AREA (LESS THAN 2% SLOPE) TYP.60" MIN.24" MIN AT EXTERIOR DOORS 18" MIN. AT INTERIOR DOORS X 48" MIN.SCALE: 12" = 1'-0" A805 2 DOOR FRAME GENERAL NOTES SCALE: 3/4" = 1'-0" A805 4 DOOR HARDWARE LOCATIONS SCALE: 3" = 1'-0" A805 3 HOLLOW METAL FRAME COMBINATION SCALE: 3" = 1'-0" REF: A312 A805 1 HOLLOW METAL FRAME DETAILS STUD PIN SCALE: 6" = 1'-0" A805 6 HM FRAME DIMENSION REQUIREMENTS SCALE: 3" = 1'-0" A805 7 HM FRAME DETAILS - DBL EGRESS DOOR SCALE: 1/4" = 1'-0" A805 8 DOOR DIMENSIONING CONVENTIONS SCALE: 1/2" = 1'-0" A805 12 DOOR SWING AT HINGE SIDE APPROACHES SCALE: 1/2" = 1'-0" A805 10 DOOR SWING AT LATCH SIDE APPROACHES SCALE: 1/2" = 1'-0" A805 11 DOOR SWING AT FRONT APPROACHES F.F.MAX. DROP1/2"3/4"3" 1 1/2"1/4"DOOR CL CONC. SUBSTRUCTURE SEE FINISH SCHED FOR TYPE OF RFT OR RSF SLOPE MAY NOT EXCEED 1:30 TAPERED RESILIENT STRIP MAX1/2"DOOR, SEE SCHEDULE EXTERIOR INTERIOR B SADDLE THRESHOLD @ EXTERIOR A SADDLE THRESHOLD (OFFSET) @ EXTERIOR 1/4"1/4"1/2"WIDTH OF DOOR FRAME 1/4"DOOR AND FRAME, SEE SCHEDULE ALUM THRESHOLD SET IN MASTIC, MITER FOR RETURN ENDS EXTENDING BEYOND JAMB 2 1 2 1 LINE OF JAMB BEYOND RESILIENT FLOORING EXPANSION JOINT TILE SETTING BED WITH ALL THICKNESS DIMENSIONS VARIES 1/2" MAX2 1 2 1 1/2" MAXCONCRETE FLOOR LINE OF JAMB BEYOND DOOR AND FRAME, SEE SCHEDULE ALUM. THRESHOLD SET IN MASTIC, MITER FOR RETURN ENDS EXTENDING BEYOND JAMB EXPANSION JOINT TILE SETTING BED WITH WALL THICKNESS DIMENSIONS VARIES1/2" MAXRUNNING SLOPES ALONG PATH OF TRAVEL MAY NOT EXCEED 1:20 ALIGN SEE FINISH SCHED FOR TYPE OF RFT CONC. SUBSTRUCTURE CEMENTITIOUS SELF- LEVELING UNDERLAYMENT RESILIENT FLOOR TILE METAL TRANSITION PER SPEC. CONC. FLOOR PER PLAN *UNLESS SLOPE COMPLIES WITH 11B-403.3 1" 1/2"MAX*DOOR CL CONC. SUBSTRUCTURE SEE FINISH SCHED FOR TYPE OF RFT RESILIENT FLOOR TILE OR VCT PER SPEC RESILIENT FLOOR TRANSITION STRIP RESILIENT FLOOR TILE MAX 1/2"DOOR SEE SCHEDULE DOOR CL CONC SUBSTRUCTURE SLOPE MAY NOT EXCEED 1:30 TILE PER FINISH SCHEDULE METAL TRANSITION STRIP DOOR, SEE SCHEDULE TILE PER FINISH SCHEDULE F.F. 0' - 3"1/4"DOOR SEE SCHEDULE CARPET CARPET MAX1/2"2 1 2 1 1/2" MAXMAX1/2"CARPET (1/2" MAX. PILE THICKNESS) LINE OF JAMB BEYOND DOOR AND FRAME, SEE SCHEDULE ALUM. THRESHOLD SET IN MASTIC, MITER FOR RETURN ENDS EXTENDING BEYOND JAMB EXPANSION JOINT TILE SETTING BED WITH WALL THICKNESS DIMENSIONS VARIES CONC. SUBSTRUCTURE SEE FINISH SCHED FOR TYPE OF RFT DOOR CL 21 VINYL TILE FLOORING TARKET SLIM LINE TRANSITION 1/2"MAX *DOOR SEE SCHEDULE 1/4"CARPET 1 3/8"MAXSEALED CONCRETE DOOR PER SCHEDULE DOOR CL CARPET TILE RESILIENT TRANSITION STRIP 1/2"SCALE: 12" = 1'-0" A806 1 AUTOMATIC DOOR BOTTOMS - HM DOOR SCALE: 12" = 1'-0" A806 3 TRANSITION RFT / RSF TO RSF - VINYL THRESHOLD SCALE: 12" = 1'-0" A806 2 EXTERIOR THRESHOLDS SCALE: 3" = 1'-0" A806 4 TRANSITION RESILIENT TO TILE - ALUM. THRESHOLD SCALE: 3" = 1'-0" A806 5 TRANSITION SEALED CONCRETE TO TILE - ALUM. THRESHOLD SCALE: 12" = 1'-0" A806 8 TRANSITION CONCRETE TO RFT - METAL STRIP SCALE: 12" = 1'-0" A806 6 TRANSITION RFT/RSF, VCT TO CONCRETE - VINYL THRESHOLD SCALE: 12" = 1'-0" A806 7 TRANSITION TILE TO TILE (ELEV CAB) - METAL THRESHOLD SCALE: 12" = 1'-0" A806 9 TRANSITION CARPET TO CARPET - THRESHOLD GLAZING JAMB 1/4" 3/8"1 1/2" 1"PER SCHEDULESCHEDULE +3/4"INVERTED 1/4"1 1/2"1" 3/8" PER SCHEDULE PER SCHEDULE + 3/4" BOX HEADER SCX, BREAK METAL OR BLOCKING BY OTHERS (WIM SCX SHOWN) GLAZING SILL GLAZING SILL STOP 1"PER SCHEDULE SCHEDULE + 3/4" GLAZING SILL GLAZING SILL STOP BOX HEADER PER SCHEDULE SCHEDULE + 3/4"1 1/2"1"INTERIOREXTERIOR METAL STUD SILL PER 5/A803 5/8" GYP. BD. O/ METAL STUD WALL. (WALL PER PLAN) STOREFRONT SILL FRAME, ATTACH WITH (2) 1/4-20 x 2" ITW BUILDEX TEKS per ICC ESR-1976 at 24"O.C. MAX AND AT LEAST (2) TEKS BETWEEN MULLIONS. SEALANT AND BACKER ROD 7/8" PLASTER O/ METAL LATH O/ W.P. MEMBRANE O/ SHEATHING SELF-ADHERING WATER PROOF MEMBRANE POLYSTRENE SHIM AS REQ. SEALANT AND BACKER ROD SILL PRE-FINISH SHEET METAL FLASHING METAL FLASHING J-MOLD SEALANT AND BACKER ROD #10 SMS @ 8" O.C. TYP. STOREFRONT FRAME, ATTACH WITH (2) 1/4-20 x 2" ITW BUILDEX TEKS per ICC ESR-1976 at 12"O.C. MAX AND AT LEAST (3) TEKS BETWEEN MULLIONS. METAL STUD JAMB PER 5/A803 5/8" GYP. BD. O/ METAL STUD WALL. (WALL PER PLAN)SEALANT AND BACKER ROD 7/8" PLASTER O/ METAL LATH O/ W.P. MEMBRANE O/ SHEATHING SELF-ADHERING WATER PROOF MEMBRANE JAMB PRE-FINISH SHEET METAL FLASHING METAL FLASHING J-MOLD SEALANT AND BACKER ROD POLYSTRENE SHIM AS REQ. CONT. SEALANT WINDOW SHADE INSIDE MOUNT PER MNFR AND SPECS WINDOW SHADE MTL. COVER PER MNFR AND SPECS FINISH BY ARCHITECT (2) # 10 SMS @ 12" 0.C. TYP. PER MNFR. METAL STUD HEADER PER 5/A803 5/8" GYP. BD. O/ METAL STUD WALL. (WALL PER PLAN) STOREFRONT SILL FRAME, ATTACH WITH (2) 1/4-20 x 2" ITW BUILDEX TEKS per ICC ESR-1976 at 24"O.C. MAX AND AT LEAST (2) TEKS BETWEEN MULLIONS. SEALANT AND BACKER ROD (E) CONCRETE PANELS SELF-ADHERING WATER PROOF MEMBRANE POLYSTRENE SHIM AS REQ. CONT. SEALANT PRE-FINISH SHEET METAL DRIP SCREED SEALANT AND BACKER ROD 8 9 STOREFRONT SYSTEM PER STOREFRONT SCHEDULE SHEETS A703 & A704 4" MTL. STUD WALL W/ 5/8" GYP. BD. EA. SIDE BATT INSULATION WHERE OCCURS STOREFRONT SILL PER DETAIL 2/A807 2" LT. WT. CONC. O/ 3" METAL. DECKING PER 5/S105 & 9/S202 24' - 0" CL. 12" (N) STEEL FLOOR JOIST FRAMING CONNECTIONS PER STRUCTURAL. REFER TO 9/S202 & 1/S500 MTL. FLASHING TRIM TO BE PAINTED (MATCH ADJACENT) W/ CONT. CAULK 8 9' - 0" A.F.F.STOREFRONT SYSTEM PER STOREFRONT SCHEDULE SHEETS A703 & A704 4" MTL. STUD WALL W/ 5/8" GYP. BD. EA. SIDE BATT INSULATION WHERE OCCURS 9 24' - 0" CL. STOREFRONT HEADER PER DETAIL 7/A807 SCALE: 12" = 1'-0" REF: A703 A807 8 GLAZING JAMB SCALE: 12" = 1'-0" REF: A703 A807 9 GLAZING HEADER SCALE: 12" = 1'-0" REF: A703 A807 7 GLAZING SILL TO FLOOR SCALE: 12" = 1'-0" A807 10 GLAZING SILL TO DRYWALL SCALE: 6" = 1'-0" REF: A703 A807 4 WINDOW SILL SCALE: 6" = 1'-0" REF: A703 A807 5 WINDOW JAMB SCALE: 6" = 1'-0" REF: A703 A807 6 WINDOW HEAD LAY-IN PANEL & GYPSUM BOARD CEILINGS / METAL SUSPENSION SYSTEMS: 2.1 The ceiling grid system must be rated heavy duty as defined by ASTM C635. 2.2 Suspension wires shall be #12 gage (0.106" diameter), soft annealed, and galvanized steel wires with Class 1 coating. ASTM A641 2.3 Main runners, cross runners, splices, expansion devices, intersection connectors shall be designed to carry a mean ultimate test load of not less than 180 lbs. in compression and tension per ASTM E580 Section 5.1.2. 3.1 #12 gage hanger wires may be used for up to and including 4 ft. by 4 ft. grid spacing and shall be attached to main runners. 3.2 Provide #12 gage hanger wires at the ends of all main and cross runners within eight (8) inches of the support or within one-fourth (1/4) of the length of the end tee, whichever is least, for the perimeter of the ceiling area. Perimeter wires are not required when the length of the end tee is eight (8) inches or less. 3.3 Ceiling grid members shall be attached to two (2) adjacent walls per ASTM E580 Section 5.2.3. Ceiling grid members shall be at least 3/4 inch clear of other walls. If walls run diagonally to ceiling grid system runners, one end of main and cross runners should be free, and a minimum of 3/4 inch clear of wall. 3.4 The width of the perimeter supporting closure angle shall be not less than 2 inches. Grid systems with specialty angles and support clips may be acceptable in accordance with Section 5 of DSA IR 25-2.13. 3.5 At the perimeter of the ceiling area where main or cross runners are not connected to the adjacent wall, provide interconnection between the runners at the free end to prevent lateral spreading. A metal strut or a #16 gage wire with a positive mechanical connection to the runner may be used. Where the perpendicular distance from the wall to the first parallel runner is 8 inches or less, this interlock is not required. 4.1 Expansion joints shall be provided in the ceiling at intersections of corridors and at junctions of corridors with lobbies or other similar areas. 4.2 For ceiling areas exceeding 2500 square feet, a seismic separation joint shall be provided in accordance with Figure 7 Detail A to divide the ceiling into areas not exceeding 2500 square feet. Alternatively, comply with ASTM E580-08 Section 5.2.9. 4.3 Penetrations through the ceiling for sprinkler heads and other similar devices that are not integrally tied to the ceiling system in the lateral direction shall have a two (2) inch oversized ring, sleeve or adapter through the ceiling tile to allow free movement of one (1) inch in all horizontal directions. Alternatively, per ASTM E580 Section 5.2.8.8, a flexible sprinkler hose fitting that can accommodate 1 inch of ceiling movement shall be permitted to be used in lieu of the oversized ring, sleeve or adapter. 5.1 Provide lateral-force bracing assemblies consisting of a compression strut and four (4) #12 gage splayed bracing wires oriented 90 degrees from each other (see Figure 1). 5.2 Lateral-force bracing assemblies shall be spaced at a maximum of 12 feet by 12 feet on centers for school buildings and 8 feet by 12 feet on centers for essential services buildings, with the first assembly within half the maximum spacing from each wall and at the edges of any change in elevation of the ceiling. The last assembly must be within maximum distance from each wall. 5.3 The slope of bracing wires shall not exceed 45 degrees from the plane of the ceiling and wires shall be taut. 5.4 Compression struts shall be adequate to resist the vertical component induced by the bracing wires, and shall not be more than 1 (horizontal) in 6 (vertical) out of plumb. 6.1 Fasten #12 hanger wires with not less than three (3) tight turns in 3 inches. Hanger wire loops shall be tightly wrapped and sharply bent to prevent any vertical movement or rotation of the member within the loops (see ASTM E580, Section 5.2.7.2). 6.2 Fasten #10 or #12 bracing wires with four (4) tight turns. Make all tight turns within a distance of 1-1/2 inches. 6.3 Hanger or bracing wire anchored to the structure should be installed in such a manner that the direction of the anchor aligns as closely as possible with the direction of the wire. 6.4 Separate all ceiling hanger and bracing wires at least six (6) inches from all unbraced ducts, pipes, conduit, etc. 6.5 Hanger wires shall not attach to or bend around interfering material or equipment. Provide trapeze or other supplementary support members at obstructions to typical hanger spacing. See Figure 3A, Detail F. Provide additional hangers, struts or braces as required at all ceiling breaks, soffits, or discontinuous areas. 6.6 Hanger wires that are more than 1 (horizontal) in 6 (vertical) out of plumb shall have counter-sloping wires. Perimeter hanger wires at main runners that are positively attached to the perimeter closure angle, counter-sloping is optional. Note : See ASTM C-636 Figure 1 for counter-sloping methods. 6.7 When connection details differ from those in the attached figures, attachment of bracing wires to the structure above and to the main runners shall be adequate for the load imposed. The weight (Wp ) shall be taken as not less than 4 psf for calculating seismic forces (Fp ). 6.8 When drilled-in concrete anchors or shot-in anchors are used in reinforced concrete for hanger wires, 1 out of 10 wire/anchor assemblies must be field tested for 200 lbs. in tension. When drilled-in concrete anchors are used for bracing wires, 1 out of 2 wire/anchor assemblies must be field tested for 440 lbs. in tension in the direction of the wire. Shot-in anchors in concrete are not permitted for bracing wires. 7.1 Ceiling panels shall not support any light fixtures, air terminals or devices. 7.2 Attach all light fixtures, ceiling mounted air terminals and all other devices to the ceiling grid runners to resist a horizontal force equal to the weight of the fixtures. Screws or approved fasteners are required. Minimum of two attachments are required at each light fixture per ASTM E580 Section 5.3.1. 7.3 Recessed or drop-in light fixtures, grilles, mechanical terminals, and flexible sprinkler hose fittings or other services be supported directly on runners classified as ASTM heavy duty, but they must also have a minimum of two (2) #12 gage slack safety wires attached to the fixture at diagonal corners and anchored to the structure above. 7.4 All flush or recessed light fixtures, mechanical terminals, and flexible sprinkler hose fittings or other services weighing 56 lbs. or more must be independently supported by not less than four (4) taut #12 gage wires attached to the housing and to the structure above. The four (4) taut #12 gage wires, including their attachment to the structure above, must be capable of supporting four (4) times the weight of the unit 7.5 All 4 ft. x 4 ft. light fixtures must have slack safety wires at each corner. 7.6 Surface-mounted fixtures shall be attached to the main runner with at least two positive clamping devices made of material with a minimum #14 gage. Rotational spring catches do not comply. A #12 gage suspension wire shall be attached to each clamping device to the structure above. Provide additional supports when light fixtures are 8 ft. or longer. Maximum spacing between supports shall not exceed 8 feet. 7.7 Support pendant-mounted light fixtures directly from the structure above with hanger wires or cables passing through each pendant hanger and capable of supporting two (2) times the weight of the fixture. A bracing assembly, per Figure 1, is required where the pendant hanger penetrates the ceiling. Special details are required to attach the pendant hanger to the bracing assembly to transmit horizontal force. If the pendant mounted light fixture is directly and independently braced below the ceiling, i.e. aircraft cables to walls, then brace assembly is not required above the ceiling. See IR 16-9 for additional requirement for pendent mounted fixtures. 7.8 All light-weight miscellaneous devices, such as strobe lights, speakers, etc., shall be attached to the ceiling grid per Section 7.2 of this is referencing a DSA IR, recommend adding details or notes that meet the requirements and remove this reference since it is not included in the drawings IR.In addition, devices weighing more than 10 lbs shall have a #12 slack safety wire anchored to the structure above. Devices weighing more than 20 lbs shall be supported from the structure above per Section 7.3 of this IR. (SEE NOTE 1 BELOW) 8" MAX. HANGER WIRE MAIN OR CROSS RUNNER STEEL POP RIVET @ ATTACHED SIDE ONLY ALTERNATE STABILIZER LOCATION W/O NAIL (NOTE 3) NOTE #4 (TYP.)1/2" MIN.1" X 2" X 25 GA. MIN. CONTINUOUS ANGLE WITH (1) # 10 SMS INTO 20 GA. MIN. WALL STUD @ 24 O.C. 2" 1" ATTACHED JOINT FREE JOINT NOTES: 1.PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA.PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS. 2.NAILS AT ENDS OF HORIZONTAL STABILIZERS ARE TO BE PLACED WITH NAIL HEAD T OWARD CENTER LINE OF SPAN OF STRUT. 3.STABILIZER BAR MAY BE SLOTTED APPROVED ANGELS OR CHANNELS WITH " DIAMOND POINTS" OF SPRING STEEL WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT. 4.(1) #10 SMS TO 20 GA. MIN. WALL STUD @24" O.C. CHANNEL. (STABILIZER BAR) RUNNER APPROVED STABILIZER (SEE NOTE 3) CEILING PANEL NOTE #4 (TYP.)1/2" MIN.SEE NOTE 1 BELOW 8" MAX. CONT. SLOTTED ANGLE STABILIZER BAR W/HORIZ 6d RINGSHANK NAIL (NOTE 2).OMIT STRUT WHERE RUNNER IS WITHIN 8" OF WALL 4 3/4" MIN. L 1-1/2"x1-1/2"x12 GA METAL DECK (20 GA MIN.) 0.157" DIA.MIN. HILTI XU (ICC ESR -2269) WITH 1 1/4" MIN. EMBEDMENT. MAX LOAD NOT TO EXCEED 90 LBS. PER FASTENER. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE NOTES: 1.REFER TO 4 /-FOR ADDITIONAL DETAILS. 2.POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE. 3.TEST POST INSTALLED ANCHORS IN ACCORDANCE WITH CEILING NOTE 6.8 OPTION 3 BOLT & FLUTE (SEE NOTE 3) LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE 12GA X 1" WIDE CEILING CLIP MIN. 3/8" DIA HILTI KB-TZ EXPANSION ANCHOR (ICC ESR-1917) WITH 2" EFFECTIVE EMBED 1/2" MAX. OPTION 1 OPTION 2 4 12GA X 3/4" WIDE CEILING CLIP STEEL DECK, 20GA MIN. 0.157" DIA. MIN. HILTI XU (ICC ESR-2269) WITH 1 1/4" MIN. EMBEDMENT. MAX LOAD NOT TO EXCEED 90 LBS. PER FASTENER 4 13/A808METAL DECK CONCRETE OVER METAL DECK STRUCTURAL CONDITION OF FLOOR /ROOF ABOVE SUSPENDED CEILING APPLICABLE HANGER WIRE DETAIL APPLICABLE BRACING WIRE DETAIL FOR CONNECTION TO STRUCTURE SEE CONNECTION MATRIX 3 TURNS @ HANGER WIRE TYPICAL @ EACH END # 12 GAGE WIRE3" MAX.FOR CONNECTION TO STRUCTURE SEE CONNECTION MATRIX 10° to 45°4 TURNS @ BRACE WIRES TYP. @ EACH END # 12 GAGE WIRE 1/2" T Y P 1 1/2" M A X HANGER WIRE BRACING WIRE 13/A808 13/A808 13/A808 SEE DETAIL 3.10 OR 3.20 FOR LOCATION OF BRACING WIRES AND STRUT RIGID VERT. STRUT SEE DETAIL MAIN RUNNER 0° TO 45° (NOTE 2) 12 GA VERTICAL HANGERS AT 4'-0" O.C. EACH WAY AT MAIN RUNNER WITH MINIMUM 3- TIGHT TURNS IN 3" AT BOTH ENDS.SEE 12 GA BRACING WIRE W/MIN. 4-TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE CONNECTED TO MAIN RUNNERS 90° APART , 4 - TOTAL AT EACH STRUT (U.N.O.) SEE 1.STRUTS SHALL NOT REPLACE HANGER WIRES. 2.THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO NOT INTERFER WITH THE RUNNERS, LIGHTFIXTURES, ETC.AND REMAIN STRAIGHT AND UNOBSTRUCTED. 4.10 45.00°CROSS RUNNER NOTES: 2 '-0 " T Y P .2 '-0 " T Y P .6 MIN. 3.10 3.20OR 4.10 BRACE WIRE BEYOND CROSSS RUNNER MAIN RUNNER COPE FLANG OR FLATTEN TO ALLOW INSTALLATION OF ACOUSTICAL TILE HANGER WIRE BEYOND A SECTION 3/8"=1'0" FOR CONNECTION TO STRUCTURE SEE 5.10 STRUCTURE CHANNEL TYPE COMPRESSION STRUCT PER TABLE ON 3.21 CENTERED OVER CROSS RUNNER BRACE WIRES SEE CROSS RUNNER (2) 1/4" DIA, MACHINE BOLT 3/4" MIN. EDGE DISTANCE, TYP. 1" MAX. 1 1/2" MAX. MAX 4'-0" OC HANGER WIRE 3 TIGHT TRURNS IN 3" FOR HANGER TYP. 4.10 TYP.0° TO 45°4 TIGHT TURNS IN 1 1/2" TYP. FOR BRACE WIRE MAIN RUNNER STRUCTURAL CONDITION OF FLOOR/ROOF ABOVE COMPRESSION STRUT APPLICABLE DETAIL METAL DECK CONCRETE OVER METAL DECK STRUCTURAL STEEL 5.20 5.21 5.40NOT TO EXCEED THE ALLOWABLE LENGTH GIVEN IN THE TABLE ON 3.21 FOT THE COMPRESSION STRUT SELECTEDA ATTACHED JOINT ATTACHEED JOINT CROSS RUNNERS TYP. MAIN RUNNERS BRACING WIRE LOCATIN TYP. SEISMIC CLIP AT EVERY RUNNER (FREE END) FREE JOINT ATTACHED JOINT MAX 4'-0". MAX 8'-0". MAX 4'-0".MAX6' - 0".MAX12' - 0".MAX6' - 0".FREE JOINT CONT ANGLE @ PERIMETER NOTE: BRACING WIRES AND COMPRESSION STRUT SHALL OCCUR AT EVERY 96SQ. IN ROOMS OVER 144S.F. 96 SQ FT MAX 2.60 2.35 2.60 2.60 TYPICAL 2.60 FOR HANGER WIRE CONNECTION TO STRUCTURE ABOVE SEE DETAILS THIS SHEET 12 GA. HANGER MIN. OF 3 TIGHT TURNS WITHIN 3" MAIN RUNNER ACOUSTICAL CEILING PANEL SCHEDULE OF MATERIAL TO BE USED -1 1/2" COLD ROLLED CHANNEL TO BE USED UP TO 4' IN LENGTH -DOUBLED UP 1 1/2" COLD ROLLED CHANNEL FOR LENGTH EXCEEDING 4' TO 8' IN LENGTH # 12 GAGE HANGER WIRES (3) TIGHT TURNS WITHIN 3", AT BRACE WIRE PROVIDE (4) TIGHT TURNS WITHIN 1 1/2". SADDLE TIE REQUIRED FOR ALL WIDTHS GREATER THAN 1/4" MAIN CHANNEL SHOWN SADDLE TIE HAS DOUBLE LOOP AT SUPPORT WHEN MULTILE SADDLE TIES ARE REQUIRED THEY SHALL ALTERNATE BACK AND FORTH TO PREVENT TWISTINGTYPICAL SADDLE TIE DETAIL HANGER WIRE CONDITON SHOWN BRACE WIRE CONDITION SIMILAR FIXED (CONNECTED) SIDE SLIP JOINT SIDE 4'-0" OC TYP. TYP. SPLICE 4'-0" OR LESS 8" MAX 8" MAX TYP. HANGER WIRE SEE NOTE 5/A812 12 GA HANGER WIRES TO BE 4'-0" OC TYP. MAIN OR CROSS RUNNER POP RIVET CONTINUOU S RUNNERS - SPLICE ALL JOINTS 1/2"1/2" CLEAR SLIP JOINT POP RIVET ACCEPTABLE SLIP JOINT @ A - 9 - A - 3/4" CLR CONT. SLIP JOINT CONNECTED WALL 8" MAX. A POP RIVET 2" LEDGER ANGLE UNACCEPTABLE CONNECT TO STRUCTURE SPLICE MUST BE THROUGH CONNECTION. - SNAP CONNECTION IS UNACCEPTABLE TYPICAL HANGER WIRE AT 4'-0" WITH ONE PAIR OF BRACING WIRES PARALLEL TO THE WALL AT 12'-0" O.C. SEE NOTES 5/A812 TYPICAL HANGER WIRE SEE NOTES 5/A8012 4 4 1/2" MIN. 2" MIN. 5/8" MAX. STRUCTURAL SLAB OR ,METAL DECK AND FILL HILTI KBTZ 1/4" WITH 2" EFFECTIVE EMBEDMENT PER ICC ESR -1917 PRE-TIED 135 DEGREE CEILING CLIP STEEL STRAP (12GA. BY 1" WIDE MIN. BEND TO ALIGN WITH WIRE. METAL DECK (20 GA MIN) (2)# 8X1/2" SELF TAPPING SCREWS (ICC ESR-2196) PRE-TIED CEILING SEISMIC CLIP STEEL STRAP 3" WIDE X 4" LONG X 12 GA.MIN. BEND TO ALIGN WITH WIRE. METAL DECK (20 GA MIN) EYE LAG SCREW PER SCREWS (ICC ESR-3135) AT LOW FLUTES ONLY. D AT ROOF METAL DECK HANGER WIRE 4 C AT ROOF METAL DECK BRACING WIRE B AT CONCRETE METAL DECK BRACING WIRE 4 BOLT & FLUTE 3/8" DIA. ANCHOR ANCHOR 12 GA X 1" WIDE CEILING CLIP MIN. PRE-TIED 90 DEGREE CLING CLIP 12 GA X 3/4" WIDE MIN.3" MAX.LOAD TEST SEE SECTION 6.8 PER 5/A812 CLASSFICATION OF CEILING GRID: HEAVY DUTY USE 15/16 'DX' & 9/16 CENTERICITEE 'DXT' MAIN RUNNER " 15/16 DX-26 : 9/16 DXT-26 CROSS RUNNER: 15/16 DXT -222, DXT-422 MAIN RUNNER SPLICE: INTEGRAL TO RUNNER SEPARATE CONN TO STRUCTURE BY AT LEAST 4 INCHES. DOUBLE HANGER WIRES MAX. 1/6 OUT OF PLUMB CONNECT TO STRUCTURE PER APPROVVED DRAWING. CONT 16 GA TRACK W/#10 SMS T &B @ EA CHANNEL SADDLE TIE HANGERS TO CHANNEL OBSTRUCTIONS HANGER WIRE TO CHANNEL SADDLE TIE 8" MAX. 250S162-43 BTWN ADJ CHANNEL PARALLEL TO OBSTRUCTION AS REQ'D TO SUPPORT BRACING WIRES CONT 16 GA TRACK EXTEND BEYOND END CHANNEL (1) STUD (2) #10 S.M.S. EACH STUD NO GYPSUM BOARD @ TRACK WALL STUD CONN # 10 S.M.S. TOP & BOTT. CHANNEL PER SCHEDULE @ 4'-0" OC MAX BRACE & HANGER WIRES PER CROSS RUNNER PROVIDE STRUT WHERE OCCURS ACOUSTICAL OR LAY-IN PANEL CEILINGS AS OCCURS STRUT & (4) BRACING WIRES WHERE CEILING STRUT OCCURS8'-0" MAX#8 SMS TO PREVENT SLIPPAGE (4) # 10 S.M.S. TYP. (2) # 10 S.M.S. THROUGH BENT WEB 12'-0" MAX. SPAN WALL WHERE OCCURS SPAN SECTION 8'-0" 4'-0" 12'-0" 250S162-43 400S162-54 (2) 400S162-54 #10 S.M.S. @ 16" O.C. STAGGETED AND (2) @ EA END DBL. SECTION SEE 1/A803 FOR WALL PENETRATIONS MAIN RUNNER CROSS RUNNER (2) # 10 S.M.S. HANGER WIRE AT EACH STRUT 3 TIGHT TURNS. OPPOSING 600S137.33 STRUTS. BOTH STRUTS TO BE SAME ANGLE MAX ANGLE FROM HORIZONTAL OF 70°. MIN.ANGLE FROM HORIZONTAL OF 30°,SEE STRUT CONNECTION TO STRUT.FOR MORE DETAIL. (2) 12 GA BRACE WIRES,10° TO 45° MAX. TYP. ORTHOGONAL TO OPPOSING STRUTS ATTACHED TO STRUCTURE,SEE HANGER & BRACING WIRE CONNECTION TO STRUCTURE FOR MORE DETAIL.2" M AX. TYP.10° TO 45°CONN PER ANGLE 1.5" X 1.5" X 18 GA LIGHT FIXTURE SUPPORT BRACKET STRUT @ 12'-0" MAX BEYOND PER CL3.10 (2) # 10 SMS BEYOND STRONGBACK 2250S162-43,SPAN TO STRUT EA SIDE 18 GA CLIP ANGLE WITH (2)#10 SMS EA LEGDO NOT ATTACH CLG TO LIGHT FIXTURE3'-0" MAX.LOCATIONS WITHOUT CROSS JOISTS CROSS JOIST PER 7/VOID-A809 MIN 18 GA, 4'-0" OC MAX (2) # 10 SMS EACH END (2) # 10 SMS 3'-0" MAX.STRONGBACK 250S162-43, SPAN BETWEEN VERTICAL ANGELS 10° TO 45°DO NOT ATTACH CLG TO LIGHT FIXTURENOTES: 1.DETAILS IN THIS PAGE ARE ONLY PERMITTED AT THE ATTACHED END OF THE CEILING AND ARE NOT PERMITTED AT THE FREE JOINT. 2.ALL BRACING AND HANGER WIRES PER CL REQUIRED. ANGLE 1.5" X 1.5" X18 GA WITH (2) # 10 S.M.S. CL6.20 CONN PER CL6.203/8" DIA HILTI KB-TZ EXPANSION ANCHOR (ICC ESR -1917)WITH 2" EFFECTIVE EMBED 3/8" DIA HILTI KB-TZ EXPANSION ANCHOR (ICC ESR -1917)WITH 2" EFFECTIVE EMBED 1/2" MAX. 1/2" MAX. COMP. STRUT PER 6/A812 MAIN RUNNER 1 -1/2" x 4" 12 GA ANGLE CLIP, MATCH KICKER WIDTH WITH (2) #10 S.M.S. TYP. ATTACH KICKER & STRUT TO MAIN RUNNER WITH (2) 1/4"-20 MACHINE BOLTS OBSTRUCTION BRACE WIRE PARELLEL MAIN RUNNER KICKER STRUT HANGER WIRE 1/2" MAX. 1-1/2" X 4" 12 GA ANGLE CLIP. MATCH KICKER/ STRUT WIDTH WITH (2) # 10 S.M.S. TYP. KICKER BRACE PER SCHEDULE, SEE CL6.60 NOTE: KICKER IS AN ALTERNATE TO SPLAY WIRES. THIS METHOD MAY BE USED IN LIEU OF OPPOSING WIRES.10° TO 45°ISOMETRIC VIEW SIDE VIEW (2) # 10 S.M.S. 1. KICKER BRACING IS AN ALTERNATE TO BRACING WIRES. THIS METHOD MAY BE USED IN LIEU OF OPPOSING WIRES AT ATTACHED JOINT ONLY. NOT PERMITTED AT FREE JOINT 3. APPLIES WHERE CLIP ATTACHED DIRECTLY TO WALL STUD. KICKER SCHEDULE SPAN MATERIAL KICKER SIZE 4'-0" 8'-0" 14'-0" 18 GA 18 GA 16 GA 250S137-43 400S162-54 400S162-43 3/8"DIA HILTI KB-TZ EXPANSION ANCHOR (ICC ESR - 1917)WITH 2" EFFECTIVE EMBED WALL STUD MINIMUM GAUGE PER SCHED 600S137-54 SPAN (2) WALL STUDS MIN CONN PER SCHED 1-1/2" X 4" 12GA ANGLE CLIP, MATCH KICKER WIDTH WITH (2) # 10 SMS @EA LEG 1/2" MAX. CLIP PER CL6.50 (2) # 10 S.M.S. COMP. STRUT PER OBSTRUCTION KICKER BRACE PER SCHEDULE (2) # 10 S.M.S. CLIP PER CL6.50 1 LAYER OF GYP. BD. MAX. MAIN RUNNER ATTACH KICKER & STRUT TO MAIN RUNNER WITH (2) 1/4"-20 MACHINE BOLTS WALL STUD GAUGE CONN TO EA WALL STUD (W/GYP.BD.) CONN TO WALL STUD ALT (W/O GYP.BD.) 20GA 18GA (5)#10x1 1 1/4" SMS (4)#10x1 1 1/4" SMS (3)#10x1 1 1/4" SMS (2)#10x1 1 1/4" SMS SIDE VIEW NOTES: 1 MAX 1 WALL STUD GAUGE CONNECTION TO WALL STUD (WITH GYP. BD.) CONNECTION TO WALL STUD (WITHOUT GYP. BD.) 20 GAUGE 18 GAUGE (5) # 10x1-1/4" SMS (4) # 10x1-1/4" SMS (3) # 10x1-1/4" SMS (2) # 10x1-1/4" SMS NOTES: 1.THE CLIP ANGLE CAN BE ATTACHED DIRECTLY TO THE WALL STUD FLANGE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET. -THE WALL STUD IS 18 GA MIN. AND CAPABLE OF SUPPORING THE BRACE FORCE. -THE BRACE WIRE ALIGNS WITH THE WALL STUD WEB. METAL STUD 20 GA MIN. 1 LAYER OF GYP. BD. MAX 4.10 1 -1/2"x 1 -1/2"x 12 GAx 1" CLIP ANGLE W/ (2) # 10X1-1/4" SMS (SEE NOTE 1) 600S137-54 SPAN (2) WALL STUDS MINIMUM.CONNECT 600S TO EACH WLL STUD PER SCHEDULE BELOW1/2" MAX.NOTES: 1.STRUCTURAL STEEL MEMBER SHALL NOT BE LESS THAN 3/16" THIK. 2.CONNECTIONS SHALL NOT BE MADE WITHIN THE PROTECTED ZONE OF STEEL MOMENT FRAME BEAMS, SEE STRUCTURAL DRAWINGS. 3.REFER TO 5.20 AND 5.30 FOR ADDITIONAL INFORMATION. 2".CUT FLANGES AND BEND (2) 0.157"Ø HILTI XU (ICC ESR-2269) CHANNEL STRUT NOTES: WIRE SPLICES ARE SHOWN LOOSELY TIED FOR ILLUSTRATIVE PURPOSES ONLY AND SHALL BE DRAWN TIGHT TO COMPLETE INSTALLATION WHEN CONSTRUCTED. BRACE OR HANGER WIRE 3 TURNS IN 3" TYPICAL @ EACH END HANGER WIRE ONLY HANGER WIRE INSULATION OVER METAL DECK #12 S.M.S METAL DECK (20 GA. MIN.) (2)#10 S.M.S 3/4" MIN.(2)#10 S.M.S L 2" x 2" x 12 GA. X 0'-8" (2)#10 S.M.S L 2" x 2" x 12 GA. OPTION 1 OPTION 2 CHANNEL STRUT WALL STUD PARTITION SEE WALL TYPES 5/8" GYP. BD. CEILING METAL STUDS @ 16" O.C. (1-5/8" FLANGES) SEE SPAN TABLE FOR SIZE MIDPSAN BLOCKING PLACE AT 8'-0" O.C. & AT EA. END OF STRAP RUNS 20 GA. CEILING JOISTS FROM SPACING AND SIZING, SEE JOIST SCHEDULE BELOW 5/8" TYPE 'X" GYP. BD. 2 1/2" x 18 GA MIDSPAN BRIDGING W/ #10 S.M.S. AT EA. STUD & (4) #10 PER BLOCK (2) #10 EA. FLANGE CLEAR SPAN SEE TABLE BELOW JOIST SCHEDULE STUD SIZE SPACING SPAN (DEFLECTION IS A MAX. OF L/360 ) 2 1/2" x 20 GA 16" 16" 16" 3 5/8" x 20 GA 6" x 20 GA NON-ACCESSIBLE = 6 psf ACCESSIBLE = 13 psf UNSUPPORTED MIDSPAN BLKG. UNSUPPORTED MIDSPAN BLKG. 9' -0" 10' -6" 12' -0" 9' -0" 12' -0" 15' -0" 7' -0" 8' -6" 9' -6" 7' -0" 10' -0" 11' -6" A809 9 TYP CEILING JOIST PER 10/A808 ATTACH WITH 4 -#10 S.M.S. TO EA. STUD PER PLAN #10 SMS, TB 18 GA WITH 3-#10 SHEET METAL SCREWS AT EACH STUD 5/8" GYP. BD. CEILING. WALL PER PLAN TAPED AND FINISHED CORNER TIGHT FIT DESIRED 1/4" MAX 18 GA. TRACK SAME SIZE AS CEILING JOISTS PERIMETER CHANNEL 24GA Z-HOLD DOWN* METALWORKS PANEL (FIELD CUT AT PERIMETER CONDITIONS) FIELD CUT TEES AT PERIMETER CONDITIONS INDEPENDENTLY SUPPORTED LIGHT FIXTURE 12 GAUGE HANGER WIRE (BY OTHERS) COMPRESSION STRUT ASSEMBLY CLASS A ACOUSTICAL INSULATION HEAVY DUTY SECURITY GRID SYSTEM TYP MAIN TEEHEAVY DUTY SECURITY GRID SYSTEM TYP CROSS TEE 12 GAUGE HANGER WIRE1/2" GALV. STEEL TUBE INSTALLED 4'-0" ON CENTER 3/4" GALV. STEEL TUBE TO UNDERSIDE OF DECK INSTALLED 4'-0" ON CENTER 2 EACH TEK SCREWS PLASTIC TIE TYP ANGLE CLIP SECURED TO DECK ABOVE COMPRESSION STRUT ASSEMBLY HEAVY DUTY SECURITY GRID SYSTEM PERIMETER CHANNEL 24GA Z-HOLD DOWN* WALL ANCHOR CLASS A ACOUSTICAL INSULATION TYP (WHERE PERFORATED PANELS ARE USED) METALWORKS PANEL TYP CLASS A ACOUSTICAL INSULATION TYP (WHERE PERFORATED PANELS ARE USED) HEAVY DUTY SECURITY GRID SYSTEM LIGHTS ARE TO BE INDEPENDENTLY SUPPORTED RECESSED LIGHT FIXTURE SECURITY FASTENERS (BY LIGHTING MANUFACTURER) METALWORKS PANEL Level 2 13' -6" 3 B.O.CEILING 22' -6" 3 UPPER CABINETS WITH GLASS DOOR VACUUM SYSTEM PER MECH. SOLID SURFACE COUNTERTOP WITH BACKSPLASH 34"15"30"2X2 ACOUSTICAL CEILING REFER TO RCP EXHAUST PIPE UP TO ROOF, REER TO MECHANICAL A811 5 UNDER CABINET LED LIGHTING REFER TO ELECTRICAL Level 2 13' -6" 3 3.1 B.O.CEILING 22' -6" OPEN KNEE SPACE FOR WORK STATIONS OPEN SHELVING UPPER CABINET SOLID SURFACE COUNTERTOP WITH BACKSPLASH VACUUM SYSTEM PER MECH.31"14"34"2X2 ACOUSTICAL CEILING REFER TO RCP 4" PLAM FINISH: LINEARITY FINISH WITH AEON™ 7960K-18 FIXED SHELVES SOLID SURFACE COUNTERTOP BACK PANEL PLAM FINISH: LINEARITY FINISH WITH AEON™ 7960K-18 BASE, DO NOT APPLY RUBBER BASE DOOR PULL ADJUSTABLE SHELF A803 8 SIM. A811 10 A803 8 SIM.3' - 0"A811 412"EQEQEQEQEQGENERAL NOTES: 1. FOR TYP. METAL GRID CEILING INSTALLATION REFER TO SHEET A808. 2. FOR EVERY ROOM WHERE THIS METALWORKS SECURITY CEILING IS INSTALLED PROVIDE AN ACCESS HATCH. A810 11 A810 12 A810 14 COUNTERTOP 2X4 WOOD STUD CONSTRUCTION, TYP. PLAM FINISH BACK PANEL DOOR PULLS MAX HEIGHT34"BACKSPLASH 34"7"PLASTIC LAMINATE TOE KICK DOOR WITH INTEGRAL TOE KICK (FOR ADA) PROVIDE CUT-OUTS FOR SCHEDULED SINK, COORDINATE W/ PLUMBING CONTRACTOR FOR SIZES AND TEMPLATES ATTACH TO DOOR FOR INTEGRAL DOOR BLOCKING TO PROVIDE DOOR STOP 4" HOT WATER AND DRAIN PIPES UNDER ACCESSIBLE SINK SHALL BE INSULATED OR OTHERWISE COVERED. THERE SHALL BE NO SHARP OR ABRASIVE OBJECTS OR SURFACES UNDER SINK. 9"8"CLR.9"HILTI KB-II EXPANSION BOLT 2"x3"x1/4"x4" LONG ANGLE SHELF LEG MIN.2 1/2"BASE CABINET DEPTH, UNO REFER TO ELEVATIONS 34" A.F.F. MAX.2'-0" TYPICAL AND 1'-9" AT LAVATORIES UNO, REFER TO PLANS AND ELEVATIONS SEALANT SUPPORT FRAME AS REQUIRED FLUSH BOTTOM AT KNEE SPACES SPLASH AT ENDS AS INDICATED ON ELEVATIONS OR AS NOTED ON COUNTER TYPES 1/2" RADIUS UNO 27" CLR. A.F.F. MIN.SOLID SURFACE: COLOR PER FINISH SCHED. 1/A722 30" WIDE BY 19" MIN. DEPTH TOE AND KNEE CLEARANCE REQUIRED CLEARANCE REQUIRED FOR WORK SPACE PER 11B-306.3.3, EXC 2. 24" 1" UNO 1"4"1 1/2"(1) #8 F.H.W.S. W/FINISH WASHER @ 10" O.C. 2x4 CONT. BASE 10 F.H.W.S. @ 12" O.C. MAX. AND 6" FROM CABINET ENDS DASHED LINE INDICATES WALL BASE AND FINISH FLOOR MATERIAL. SEE FINISH SCHEDULE 4" SLEEPER ANCHOR 6" FROM EACH END AND 12" O.C. MAX. 0.145 x 1-1/4" EMBED IN CONC. HILTI X-DN1 PER ICC- ES-1290 4"2x4 SLEEPER @ 24" O.C. CABINET * CASEWORK FASTENERS TO BLOCKING SHALL BE A MINIMUM #14x3", S.M.S @ 16" O.C., TYPE 17 HARD, ZINC PLATED, FULL THREAD SCREWS. 3 SCREWS MIN. PER CASEWORK AT TOP AND BOTTOM. 3' - 0"2' - 10"A811 10 3' - 0"3' - 6"A811 10 MAX 10"MIN15"48" MAXMIN15"48" MAXUNOBSTRUCTED SIDE REACH UNOBSTRUCTED FORWARD REACH 48" MAXOBSTRUCTED FORWARD REACH 20" MAX 44" MAXOBSTRUCTED FORWARD REACH >20" - 25" MAX MAX 10"34" MAX48" MAXOBSTRUCTED SIDE REACH 24" MAX >10" -34" MAX46" MAXOBSTRUCTED SIDE REACH T.O.BOX, TYP. BOTTOM OF BOX, TYP. F.F.TEL / DATA / ELECTTEL / DATA / ELECAT COUNTERTOPS1' - 6"2'-10" MAX.4'-0" MAX7"BACKSPLASH COUNTERTOP 10" MAX. COUNTERTOP 2X4 WOOD STUD CONSTRUCTION, TYP.4"23 1/2"5"1 1/2"CONTINUOUS RAIL PLAM FINISH BASE, DO NOT APPLY RUBBER BASE BACK PANEL 4" PROVIDE SOLID BLOCKING AS REQUIRED @ EACH DRAWER TO MOUNT DRAWER SLIDE HARDWARE DOOR PULLS ADJUSTABLE SHELF MAX HEIGHT34"BACKSPLASH 1. CASEWORK FASTENERS TO BLOCKING SHALL BE A MIN. #14x3", S.M.S @ 16"o.c., TYPE 17 HARD, ZINC PLATED, FULL THREAD SCREWS. 3 SCREWS MIN. PER CASEWORK AT TOP, MID. AND BTM. A803 8 SIM. A811 10 A811 10 A803 8 SIM. 5 A8112' - 0"4" 1X4 WOOD STUD CONSTRUCTION, TYP. BACK PANEL PLAM FINISH: LINEARITY FINISH WITH AEON™ 7960K-18 DOOR PULL ADJUSTABLE SHELF PLAM FINISH: LINEARITY FINISH WITH AEON™ 7960K-18 FIXED SHELVES SOLID SURFACE COUNTERTOP 2X4 WOOD STUD CONSTRUCTION, TYP. BACK PANEL PLAM FINISH: LINEARITY FINISH WITH AEON™ 7960K-18 BASE, DO NOT APPLY RUBBER BASE DOOR PULL ADJUSTABLE SHELF A803 8 SIM. A811 10 A803 8 SIM.MAX34"A811 4 1X4 WOOD CASEWORK FRAME, TYP. 1X4 WOOD STUD LEDGER, TYP. BACK PANEL PLAM FINISH: LINEARITY FINISH WITH AEON™ 7960K-18 FIXED SHELVES PONY WALL HEIGHT2' - 0"TYP.6"TYP. 11 1/2"EQEQEQEQEQEQEQEQEQWALL FINISH PER FINISH PLAN 2X4 WOOD STUD LEDGER, TYP. A803 8 SIM. A803 8 SIM. FRAME OVERHANG 6" 2" X 4" COUNTERTOP SUPPORT STUD POCKET SCREWED W/ 1" LONG SELF-TAPPING SCREWS 1" X 4" CABINET FRAME MEMBERS 1" X 4" SUPPRT FRAME MEMBERS CABINET DOOR BEYOND 3" LONG SELF-TAPPING SCREWS CONNECTING COUNTERTOP FRAME TO CABINET COUNTERTOP OVERHANG 7" SOLID SURFACE COUNTERTOP SCALE: 1 1/2" = 1'-0" REF: A503 A811 8 MILLWORK SECTION DETAIL - ADA SCALE: 3" = 1'-0" A811 6 SHELVING ANCHOR SCALE: 1 1/2" = 1'-0" A811 2 TYPICAL COUNTERTOP INFORMATION SCALE: 3" = 1'-0" REF: A810 A811 10 CABINET BASE ATTACHMENT SCALE: 3/4" = 1'-0" A811 3 ACCESSIBLE & HIGH RECEPTION COUNTER SCALE: 3/8" = 1'-0" A811 16 REACH RANGES SCALE: 1/2" = 1'-0" A811 7 MILLWORK WALL OUTLETS SCALE: 1 1/2" = 1'-0" REF: A503 A811 5 MILLWORK SECTION DETAIL MTL. STUDS @ 16" O.C. PER PLAN BATT INSULATION WHERE OCCURS, TYP. HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. FIN. FLR. (E) CONCRETE SLAB LEVEL-3 BULLET RESISTANCE PANEL (10' HIGH PANEL) PER MFR. FIELD SHIM PANEL TO MAKE FLUSH WITH 1/2" PLYWOOD. PROTECTED SIDEPUBLIC SIDE 5/8" GYP. BD. 6" X 1 5/8" FLANGE X 16 GA MTL STUD @ 16" O.C.W/ 1/2" DIAM. X 2" EMBEDED HILTI KBTZ BOLT @ 16" O.C. TO SLAB, 1 #10 LEG TO EA. STUD MTL. STUDS @ 16" O.C PER PLAN. PACK FULL WITH MINERAL WOOL INSULATION, TYP. UNIVERSAL CARRIER HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. FLAT RECESSED CLOSURE BOX 8 PANEL7 1/4".BOX 6 PANEL5 1/4".BOX 4 PANEL3 1/4".BOX 2 PANEL1 1/4".REVEAL TYP.3/4".SEE B.R.P. DETAILS FOR ATTACHMENT TO MTL. STUD. PROTECTED SIDEPUBLIC SIDE LEVEL-3 BULLET RESISTANCE PANEL (10' HIGH PANEL) PER MFR. FIELD SHIM PANEL TO MAKE FLUSH WITH 1/2" PLYWOOD. 5/8" GYP. BD. BATT INSULATION WHERE OCCURS, TYP. HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL IN 8453 ANGRE OR APPROVED EQUAL TYP. 1" WALL ANGLE HOLD DOWN 2 1/8" FLOATING J-TRIM, .025" ALUMINUM, TYP. 12 GAGE HANGING WIRE @ 4' -0" MAX SPACING TYP. MTL. STUDS @ 16" O.C PER PLAN. LEVEL-3 BULLET RESISTANCE PANEL (10' HIGH PANEL) PER MFR. FIELD SHIM PANEL TO MAKE FLUSH WITH 1/2" PLYWOOD. 5/8" GYP. BD. (E) WALL TO REMAIN 6" X 1 5/8" FLANGE X 16 GA MTL STUD @ 16" O.C. 1-LAYER 1/2" PLYWOOD SHEATHING HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. (E) 16 GA BENT CONTINUOUS CLOSURE TYP. (E) STRUCTURAL BEAM 1 1/2" X 1 1/2" X 16 GA W/ 2 # 12 EA LEG (N) WELDED JOINT CONTINUOUS BLOCKING 6" X 1 5/8" FLANGE X 16 GA MTL STUD @ 16" O.C.W/ 1/2" DIAM. X 2" EMBEDED HILTI KBTZ BOLT @ 16" O.C. TO SLAB, 1 #10 LEG TO EA. STUD 6" X 1 5/8" FLANGE X 16 GA MTL STUD @ 16" O.C. (E) ROOF OVER MTL. DECK TO REMAIN MTL. STUDS @ 16" O.C. PER PLAN 3" WIDE 16 GA METAL STRAP ACROSS 2 FLUTES EA SIDE OF WALL @ 48" O.C. 16 GA SLIP TRACK ON NESTING TRACK 3 5/8" MTL. STUD @ 16" O.C. ONE LAYER 1/2" PLYWOOD. UNIVERSAL CARRIER PER MFR. MIN #12 SELF-DRILLING SCREW WITH 1/2" DIA. WASHER HEAD BY OTHERS. THROUGH FASTEN CARRIER FROM BELOW ONLY, TYP. UNIVERSAL CARRIER FIELD CUT BOX 4 PANEL END 1-3/4" J-TRIM LONG J-TRIM OVERHANG, TYP. 1" HAT CHANNEL @ 8" O.C. 12" MAX. PANEL 4" HANGER WIRE 4' -0" MAX SPACING, TYP. BOX PANEL (E) CONC. FLOOR OVER MTL. DECK TO REMAIN UNIVERSAL CARRIER HANGER WIRE CONNECTION TO METAL DECK REFERENCE DETAIL 12/A808 REMOVE (E) GYP BOARD (E) WALL TO REMAIN1" HAT CHANNEL @ 10" O.C. ONE LAYER 1/2" PLYWOOD. HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. 1" HAT CHANNEL @ 8" O.C. (E) 16 GA BENT CONTINUOUS CLOSURE TYP. (E) CONCRETE SLAB OVER CORRUGATED MTL DECK 3" WIDE 16 GA METAL STRAP ACROSS 2 FLUTES EA SIDE OF WALL @ 48" O.C. METAL CHANNEL METAL STUD TRACK6"MTL. STUD WALL @ 16" O.C. PER PLAN PACK FULL WITH MINERAL WOOL INSULATION, TYP. DROP DOWN GYP CEILING REFER TO SHEET ACOUSTICAL CEILING REFER TO SHEET /1 A808 (E) GYP BOARD ONE LAYER 1/2" PLYWOOD. 1/2" HAT CHANNEL @ 8" O.C. 3 5/8" MTL. STUDS @ 16" O.C. PACK FULL WITH MINERAL WOOL INSULATION, TYP. HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. /2 A809 SOFFIT THICKNESS 1' - 0" TWO LAYERS 1/4" PROPRIETARY PLIABLE GYP. BD. APPLIED PARALLEL OR AT RIGHT ANGLES TO EA. SIDE OF STUD. WITH 1" TYPE 'S' DRYWALL SCREWS @ 8" O.C. @ VERTICAL JOINTS & 12" O.C. @ FLOOR AND CEILING RUNNERS & INTERMEDIATE STUDS, TYP. 3 5/8" MTL. STUDS USED AS BLOCKING @ 8" O.C. MTL. STUD SCREWS PER STRUCTURE 3 5/8" MTL. STUDS @ 8" O.C. ONE LAYER 1/2" PROPRIETARY TYPE 'X' GYP. 1 1/4" DRYWALL CORNER BEAD 1" WALL ANGLE HOLD DOWN 2 1/8" FLOATING J-TRIM, .025" ALUMINUM, TYP. 12 GAGE HANGING WIRE @ 4' -0" MAX SPACING TYP.GYP BOARD ABOVE CEILING6"UNIVERSAL CARRIER HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. FLAT RECESSED CLOSURE 3 5/8" MTL. STUDS @ 8" O.C. 2-LAYERS OF 1/4" PROPRIETARY PLIABLE GYP. BD. 3" WIDE 16 GA METAL STRAP ACROSS 2 FLUTES EA SIDE OF WALL @ 48" O.C. MTL L STUD TRACK (E) CONCRETE SLAB OVER METAL DECK. SCREW ATTACH TO METAL DECK PER STRUCTURE 3 5/8" MTL. STUDS @ 8" O.C. 2-LAYERS 1/4" PROPRIETARY PLIABLE GYP. BD 3 5/8" MTL. STUDS USED AS BLOCKING @ 8" O.C. MTL. STUD SCREWS PER STRUCTURE AIR GAP 3 1/2" ELEVATION 1. 5/8" GYPSUM WALL BOARD (-HR RATED WALL UL ) 2. 3-5/8" MTL. STUD, 20 GA. @ 16" O.C. (INTERIOR) 3. 4" MTL. STUD, 16 GA. @ 16" O.C. (EXTERIOR) 4. R-19 BATT INSULATION 5. AIR GAP 6. 1/2" PLYWOOD 7. 7/8" STUCCO OVER WATERPROOFING MEMBRANE SALLY PORT PROPERTY AND EVIDENCE 7 6 2 1 3 5 4 A803 9 A803 9 G C,D 2x_ MTL. STUDS @ 16" O.C. WALL PER PLAN BATT INSULATION WHERE OCCURS TYP. BOTT. TRACK CONNECT TO (E) CONCRETE SLAB WITH TAPCON SCREWS PER FIN. FLR. /4 A803 (E) CONCRETE SLAB. EXT. 5/8" TYPE 'X' GYP. BD. O/ LEVEL-3 BULLET RESISTANCE PANEL (10' HIGH PANEL) PER MFR. PROTECTED SIDE PUBLIC SIDE INT. 5/8" TYPE 'X' GYP. BD. ACOUSTICAL CEILING REFER TO SHEET A808 1" WALL ANGLE HOLD DOWN 2 1/8" FLOATING J-TRIM, .025" ALUMINUM, TYP. 12 GAGE HANGING WIRE @ 4' -0" MAX SPACING TYP. UNIVERSAL CARRIER FIELD CUT BOX 4 PANEL END PROTECTED SIDE PUBLIC SIDE 2x_ MTL. STUDS @ 16" O.C. WALL PER PLAN BATT INSULATION WHERE OCCURS TYP. EXT. 5/8" TYPE 'X' GYP. BD. O/ LEVEL-3 BULLET RESISTANCE PANEL (10' HIGH PANEL) PER MFR. 6" 3 A813 3 A813 LEVEL 3 BULLET RESISTANT GLASS PANEL PER MFR. PASS THROUGH ATTACHED TO COUNTER TOP WITH ADHESIVE 1/2" BASE PLATE W/ 4 -3/8" X 2" EMBEDED HILTI KBTZ BOLTS STEEL BOTTOM TRACK TRACK PER MANUFACTURE ATTACH PER MANUFACTURE SPECIFICATIONS ABOVE PASS THROUGH STONE/DURABLE FINISH ATTACHED TO STRUCTURE WITH ADHESIVE HSS 3" X 2" FLAT 1" X 3/4" 4 HOLE BRACKET WITH 4 # 8 SCREWS BUILT UP 600 S 162-54 W/ 600 T 150-54 4 # 12 SCREWS EA. SIDE OF SPLICE 1/4" THICK CAP PLATE HSS 2" X 2" HSS 6" X 6" X 1/4" @ 4' -0" O.C. PER STRUCTURE HUNTER DOUGLAS 300c LINEAR PLANK MULTI BOX CONTINUOUS WALL. (E) CONCRETE SLAB HEIGHT OF COLUMN29 1/8"1 1/4" S.S. U-CHANNEL ATTACHED TO BOTTOM OF GLASS LEVEL-3 BULLET RESISTANCE PANEL PER MFR. O/ 1/2" HATCH CHANNEL 5/8" TYPE 'X' GYP. BD. O/ 1/2" HATCH CHANNEL 1/2"1/2"4"6"4"1/2"1/2" HSS 6" X 6" X 1/4" 600 S 162-54 W/ 2 #12 @ 12" O.C. MAX POST BELOW SPLICE WHERE CENTER COLUMNS 600 S 162-54 TRACK TOP BETWEEN POSTS 1/4" 1/4"1"1"1/4" 1/4"P.S.P 1/4" 1/4"P.S.P IN LINE POSTCORNER POST 1/4" STAFF SIDE 12 GAGE HANGING WIRE @ 4' -0" MAX SPACING TYP. UNIVERSAL CARRIER FIELD CUT BOX 4 PANEL END HSS 2" X 2" X 1/4" HSS 6" X 2" X 1/4" 2" X 2" X 1/4" HSS SLEEL TOP TRACK PER MANUFACTURE ATTACH PER MANUFACTURE LEVEL 3 BULLET RESISTANT GLASS PANEL PER MFR. SLEEL BOTTOM TRACK 1" X 3/4" 4 HOLE BRACKET WITH 4 # 8 SCREWS SLEEL BOTTOM MOUNTING TRACK SCREWED TO HSS 2" X 2" WITH #8 SCREWS EVERY 10". 1/4" GAP BACKER ROD W/ CONT. FIRE RATED CALKING EA. SIDE HSS 2" X 2" X 1/4" SCREWED TO 600 S 162-54 W/ 4 # 8 SCREWS BUILT UP 600 S 162-54 W/ 600 T 150-54 1 1/4" S.S. U-CHANNEL ATTACHED TO BOTTOM OF GLASS 6" 3 A813 3 A813 LEVEL 3 BULLET RESISTANT GLASS PANEL PER MFR. 1/2" BASE PLATE W/ 4 -3/8" X 2" EMBEDED HILTI KBTZ BOLTS STONE/DURABLE FINISH ATTACHED TO STRUCTURE WITH ADHESIVE BUILT UP 600 S 162-54 W/ 600 T 150-54 SCREWED TOGETHER WITH #12 SCREWS 4 # 12 SCREWS EA. SIDE OF SPLICE 1/4" THICK CAP PLATE HSS 6" X 6" X 1/4" @ 4' -0" O.C. PER STRUCTURE LEVEL-3 BULLET RESISTANCE PANEL PER MFR. O/ 1/2" HATCH CHANNEL (E) CONCRETE SLAB HEIGHT OF COLUMN29 1/8"STEEL BOTTOM TRACK PER MANUFACTURE ATTACH PER MANUFACTURE SPECIFICATIONS 1/4" GAP BACKER ROD W/ CONT. FIRE RATED CALKING EA. SIDE 1 1/4" S.S. U-CHANNEL ATTACHED TO BOTTOM OF GLASS 5/8" TYPE 'X' GYP. BD. O/ 1/2" HATCH CHANNEL TURN BRACKET 90 DEGREES WHERE DECK RUNS PERPENDICULAR TO PARTITION WT S X 24.5 X 20"± WITH (4) 3/8" DIA. X 2 3/4" EMBEDED HILTI KBTZ BOLTS (G" GA) HSS 2" X 2" X 1/4"HSS 2" X 2" X 1/4" ASSEMBLY AT 4' -0" O.C. MAX 3/16" x 3" PLATE @ 32" O.C. WITH 2 -3/8" DIA, X 2 3/4" EMBEDED HILTI KBTZ BOLTS 6" X 16 GA SLIP TRACK WITH 2 #12 SCREWS EACH SIDE OF PLATE 600 S 162-43 @ 16" O.C. 600 T125-43 WITH 2 #10 SCREWSEVERY 16" O.C. HSS 6" X 2" 1/4" (E) CONCRETE FLOOR CUT (E) PRE-FAB CONCRETE, V.I.F. SHIM BACKER ROD AND WEATHER PROOF SEALENT MTL. DRIP EDGE CURVED BREAK MTL. WITH SHIM 6" X 4" COLD FORMED STEEL BOX HEADER PER STRUCTURE PLATE WELDED FROM BOX HEADER TO (E) COLUMN PER STRUCTURAL (E) STEEL COLUMN 6" x 2" ALUMN.TOP MULLION SHIMMED FOR PLUMB ATTACHED PER MANUFACTURER RECOMMENDATIONS STOREFRONT PER WINDOW SCHEDULE (N) NON STRUCUTRAL ROUND BRAKE METAL COLUMN HIGH DENSITY VENEER TO MATCH ADJACENT WOOD DOORS, (FINISHED IN MASONITE ARCHITECTURAL, ASPIRO SERIES, SPECIES WHITE MAPLE (PLAIN SLICED) COLOR: TOAST) 3 5/8" 20 GA. MTL. STUD @ 16" O.C. FURRING WALL FINISH FLOOR (E) CONCRETE SLAB. WALL (E) EXTERIOR 4" TILE BASEBOARD OVER 1/4" CEMENT BOARD 1/2" U-SHAPED ALUM. FRY REGLET STRIP 2 LAYERS OF 1/2" PLYWOOD WALL (E) EXTERIOR CURVED 5/8" GYP. BD. 1/2" U-SHAPED ALUM. FRY REGLET STRIP HIGH DENSITY VENEER TO MATCH ADJACENT WOOD DOORS, (FINISHED IN MASONITE ARCHITECTURAL, ASPIRO SERIES, SPECIES WHITE MAPLE (PLAIN SLICED) COLOR: TOAST) 3 5/8" 20 GA. MTL. STUD @ 16" O.C. FURRING WALL 2 LAYERS OF 1/2" PLYWOOD (34" - 38")36"MIN. 12" + TREAD (E) STRINGER (E) CONCRETE STAIRS 1 1/4" DIA. GALV. STANDARD PIPE HANDRAIL PER 3/A814, PAINT TO MATCH EXISTING 2" MIN. TO 4" MAX. CONTRASTING WARNING STRIP 1" FROM NOSE TREAD @ LAST TREAD MIN. 12"(34" - 38")36"(E) STRINGER 1 1/4" DIA. GALV. STANDARD PIPE HANDRAIL, PAINT TO MATCH EXISTING 2" MIN. TO 4" MAX. CONTRASTING WARNING STRIP 1" FROM NOSE TREAD @ EVERY TOP RUN METAL TRACK & BACKING PLATE TYP. 1 1/4" DIA. HANDRAIL. RETURN END TO WALL, 1/2" GAP, PAINT TO MATCH EXISTING MTL. HANDRAIL BRACKET (TYP.) CLR. 1 1/2"1 1/2"(2) #14 S.M.S. (E) WALL 36" A.F.F (34" - 38")EXISTING RAILING TO REMAIN (E) CONCRETE FLOOR (E) WOOD HANDRAIL TO REMAIN (E) MTL. BOTTOM RAIL (N) FLOORING PER FINISH SCHEDULE (E) WALL (E) STRUCTURE PROVIDE INTERMEDIATE VERTICAL RAIL BETWEEN EXISTING RAILS TO REDUCE OPENING UNDER 4" CLR., WELDED TO TOP AND BOTTOM (DASHED). PAINT TO MATCH EXISTING. 1. SIZE AND SHAPE -CALL BUTTONS SHALL HAVE SQUARE SHOULDERS, BE 3/4 INCH MINIMUM IN THE SMALLEST DIMENSION AND SHALL BE RAISED 1/8 INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING SURFACE. THE BUTTONS SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. (11B-407.2.1.2) 2. LOCATION -THE CALL BUTTON THAT DESIGNATES THE UP DIRECTION SHALL BE LOCATED ABOVE THE CALL BUTTON THAT DESIGNATES THE DOWN DIRECTION. 3. SIGNALS -CALL BUTTONS SHALL HAVE VISIBLE SIGNALS THAT WILL ACTIVATE WHEN EACH CALL IS REGISTERED AND WILL EXTINGUISH WHEN EACH CALL IS ANSWERED. CALL BUTTONS SHALL BE INTERNALLY ILLUMINATED WITH A WHITE LIGHT OVER THE ENTIRE SURFACE OF THE BUTTON. 4. KEYPADS -KEYPADS, WHERE PROVIDED, SHALL BE IN A STANDARD TELEPHONE KEYPAD ARRANGEMENT AND SHALL COMPLY WITH 11B-407.4.7.2 5. HALL SIGNALS - VISIBLE AND AUDIBLE SIGNALS -VISIBLE AND AUDIBLE SIGNALS -A VISIBLE AND AUDIBLE SIGNAL SHALL BE PROVIDED AT EACH HOISTWAY ENTRANCE TO INDICATE WHICH CAR IS ANSWERING A CALL AND THE CAR’S DIRECTION OF TRAVEL. WHERE IN- CAR SIGNALS ARE PROVIDED, THEY SHALL BE VISIBLE FROM THE FLOOR AREA ADJACENT TO THE HALL CALL BUTTONS. VISIBLE SIGNALS –VISIBLE SIGNAL FIXTURES SHALL BE CENTERED AT 72 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. THE VISIBLE SIGNAL ELEMENTS SHALL BE A MINIMUM 2 1/2 INCHES HIGH BY 2 1/2 INCHES WIDE. SIGNALS SHALL BE VISIBLE FROM THE FLOOR AREA ADJACENT TO THE HALL CALL BUTTON. AUDIBLE SIGNALS –AUDIBLE SIGNALS SHALL SOUND ONCE FOR THE UP DIRECTION AND TWICE FOR THE DOWN DIRECTION, OR SHALL HAVE VERBAL ANNUNCIATORS THAT INDICATE THE DIRECTION OF ELEVATOR CAR TRAVEL. AUDIBLE SIGNALS SHALL HAVE A FREQUENCY OF 1500 HZ MAXIMUM. VERBAL ANNUNCIATORS SHALL HAVE A FREQUENCY OF 300 HZ MINIMUM AND 3000 HZ MAXIMUM. THE AUDIBLE SIGNAL AND VERBAL ANNUNCIATOR SHALL BE 10 DB MINIMUM ABOVE AMBIENT, BUT SHALL NOT EXCEED 80 DB, MEASURED AT THE HALL CALL BUTTONS. C) HOISTWAY SIGNS –SIGNS AT ELEVATOR HOISTWAYS SHALL COMPLY WITH 11B-407.2.3. 6. FLOOR DESIGNATION –FLOOR DESIGNATIONS COMPLYING WITH 11B-703.2 AND 11B-703.4.1 SHALL BE PROVIDED ON BOTH JAMBS OF ELEVATOR HOISTWAY ENTRANCES. FLOOR DESIGNATIONS SHALL BE PROVIDED IN BOTH RAISED CHARACTERS AND BRAILLE. RAISED CHARACTERS SHALL BE 2 INCHES HIGH. A RAISED STAR, PLACED TO THE LEFT OF THE FLOOR DESIGNATION, SHALL BE PROVIDED ON BOTH JAMBS AT THE MAIN ENTRY LEVEL. THE OUTSIDE DIAMETER OF THE STAR SHALL BE 2 INCHES AND ALL POINTS SHALL BE OF EQUAL LENGTH. RAISED CHARACTERS, INCLUDING THE STAR, SHALL BE WHITE ON A BLACK BACKGROUND. BRAILLE COMPLYING WITH 11B-703.3 SHALL BE PLACED BELOW THE CORRESPONDING RAISED CHARACTERS AND THE STAR. THE BRAILLE TRANSLATION FOR THE STAR SHALL BE “MAIN”. APPLIED PLATES ARE ACCEPTABLE IF THEY ARE PERMANENTLY FIXED TO THE JAMB. D) TWO-WAY COMMUNICATION –1009.8 7. ELEVATOR DOOR REQUIREMENTS -A) TYPE –ELEVATOR DOORS SHALL BE THE HORIZONTAL SLIDING TYPE. CAR GATES SHALL BE PROHIBITED. B) OPERATION – ELEVATOR HOISTWAY AND CAR DOORS SHALL OPEN AND CLOSE AUTOMATICALLY. C) REOPENING DEVICE –ELEVATOR DOORS SHALL BE PROVIDED WITH A REOPENING DEVICE COMPLYING WITH 11B-407.3.3 THAT SHALL STOP AND REOPEN A CAR DOOR AND HOISTWAY DOOR AUTOMATICALLY IF THE DOOR BECOMES OBSTRUCTED BY AN OBJECT OR PERSON. D) HEIGHT –THE DEVICE SHALL BE ACTIVATED BY SENSING AN OBSTRUCTION PASSING THROUGH THE OPENING AT 5 INCHES NOMINAL AND 29 INCHES NOMINAL ABOVE THE FINISH FLOOR. E) CONTACT –THE DEVICE SHALL NOT REQUIRE PHYSICAL CONTACT TO BE ACTIVATED, ALTHOUGH CONTACT IS PERMITTED TO OCCUR BEFORE THE DOOR REVERSES. F) DURATION –DOOR REOPENING DEVICES SHALL REMAIN EFFECTIVE FOR 20 SECONDS MINIMUM. G) DOOR AND SIGNAL TIMING –THE MINIMUM ACCEPTABLE TIME FROM NOTIFICATION THAT A CAR IS ANSWERING A CALL UNTIL THE DOORS OF THAT CAR START TO CLOSE SHALL BE CALCULATED FROM THE FOLLOWING EQUATION: T = D/(1.5 FT/S) OR T = D/(457 MM/S) = 5 SECONDS MINIMUM WHERE T EQUALS THE TOTAL TIME IN SECONDS AND D EQUALS THE DISTANCE (IN FEET OR MILLIMETERS) FROM THE POINT IN THE LOBBY OR CORRIDOR 60 INCHES DIRECTLY IN FRONT OF THE FARTHEST CALL BUTTON CONTROLLING THAT CAR TO THE CENTERLINE OF ITS HOISTWAY DOOR. H) DOOR DELAY –ELEVATOR DOORS SHALL REMAIN FULLY OPEN IN RESPONSE TO A CAR CALL FOR 5 SECONDS MINIMUM. I) WIDTH –THE WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH TABLE 11B-407.4.1. 8. ELEVATOR CAR REQUIREMENTS -A) CAR DIMENSIONS –INSIDE DIMENSIONS OF ELEVATOR CARS AND CLEAR WIDTH OF ELEVATOR DOORS SHALL COMPLY WITH TABLE 407.4.1. WHERE ELEVATORS ARE PROVIDED IN BUILDINGS FOUR OR MORE STORIES ABOVE, OR FOUR OR MORE STORIES BELOW, GRADE PLANE, NOT FEWER THAN ONE ELEVATOR SHALL BE PROVIDED FOR FIRE DEPARTMENT EMERGENCY ACCESS TO ALL FLOORS (80”X 54”INSIDE CAR DIMENSIONS OR OTHERWISE ACCOMMODATE REQUIREMENT) PER 3002.4 AND 3002.4.3A. B) FLOOR SURFACES – FLOOR SURFACES IN ELEVATOR CARS SHALL COMPLY WITH 11B-302 AND 11B-303. C) PLATFORM TO HOISTWAY CLEARANCE –THE CLEARANCE BETWEEN THE CAR PLATFORM SILL AND THE EDGE OF ANY HOISTWAY LANDING SHALL BE 1 1/4 INCHES MAXIMUM IN COMPLIANCE WITH 11B-407.4.3. D) LEVELING –EACH CAR SHALL BE EQUIPPED WITH A SELF- LEVELING FEATURE THAT WILL AUTOMATICALLY BRING AND MAINTAIN THE CAR AT FLOOR LANDINGS WITHIN A TOLERANCE OF 1/2 INCH UNDER RATED LOADING TO ZERO LOADING CONDITIONS. E) ILLUMINATION –THE LEVEL OF ILLUMINATION AT THE CAR CONTROLS, PLATFORM, CAR THRESHOLD AND CAR LANDING SILL SHALL BE 5 FOOT CANDLES MINIMUM. F) ELEVATOR CAR CONTROLS – WHERE PROVIDED, THEY SHALL COMPLY WITH 11B-407.4.6 AND 11B-309.4. •LOCATION –CONTROLS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN 11B-308. •BUTTONS –CAR CONTROL BUTTONS WITH FLOOR DESIGNATIONS SHALL COMPLY WITH THE FOLLOWING: O SIZE AND SHAPE –BUTTONS SHALL HAVE SQUARE SHOULDERS, BE 3/4 INCH MINIMUM IN THE SMALLEST DIMENSION AND BE RAISED 1/8 INCH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDING SURFACE. O ARRANGEMENT –BUTTONS SHALL BE ARRANGED WITH NUMBERS IN ASCENDING ORDER. WHEN TWO OR MORE COLUMNS OF BUTTONS ARE PROVIDED THEY SHALL READ FROM LEFT TO RIGHT. O ILLUMINATION –CAR CONTROL BUTTONS SHALL BE ILLUMINATED. O OPERATION –CAR CONTROL BUTTONS SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. •KEYPADS –CAR CONTROL KEYPADS SHALL BE IN A STANDARD TELEPHONE KEYPAD ARRANGEMENT AND SHALL COMPLY WITH 11B-407.4.7.2. •EMERGENCY CONTROLS –EMERGENCY CONTROLS SHALL COMPLY WITH 11B-407.4.6.4. O HEIGHT –EMERGENCY CONTROL BUTTONS SHALL HAVE THEIR CENTERLINES 35 INCHES MINIMUM ABOVE THE FINISH FLOOR. O LOCATION – EMERGENCY CONTROLS, INCLUDING THE EMERGENCY ALARM, SHALL BE GROUPED AT THE BOTTOM OF THE PANEL. G) DESIGNATIONS AND INDICATORS OF CAR CONTROLS –THEY SHALL COMPLY WITH 11B-407.4.7. PASSENGER ELEVATOR NOTES: CHAPTER 11B-206.6 and 11B-407; 2019 CALIFORNIA BUILDING CODE •BUTTONS –CAR CONTROL BUTTONS SHALL COMPLY WITH 11B-407.4.7.1. O TYPE – CONTROL BUTTONS SHALL BE IDENTIFIED BY RAISED CHARACTERS OR SYMBOLS, WHITE ON A BLACK BACKGROUND, COMPLYING WITH 11B-703.2 AND BRAILLE COMPLYING WITH 11B-703.3. O LOCATION –RAISED CHARACTERS OR SYMBOLS AND BRAILLE DESIGNATIONS SHALL BE PLACED IMMEDIATELY TO THE LEFT OF THE CONTROL BUTTON TO WHICH THE DESIGNATIONS APPLY. O SYMBOLS –THE CONTROL BUTTON FOR THE EMERGENCY STOP, ALARM, DOOR OPEN, DOOR CLOSE, MAIN ENTRY FLOOR, AND PHONE, SHALL BE IDENTIFIED WITH RAISED SYMBOLS AND BRAILLE AS SHOWN IN TABLE 11B-407.4.7.1.3. O VISIBLE INDICATORS –BUTTONS WITH FLOOR DESIGNATIONS SHALL BE PROVIDED WITH VISIBLE INDICATORS TO SHOW THAT A CALL HAS BEEN REGISTERED. THE VISIBLE INDICATION SHALL EXTINGUISH WHEN THE CAR ARRIVES AT THE DESIGNATED FLOOR. O BUTTON SPACING –A MINIMUM CLEAR SPACE OF 3/8 INCH OR OTHER SUITABLE MEANS OF SEPARATION SHALL BE PROVIDED BETWEEN ROWS OF CONTROL BUTTONS. •KEYPADS –KEYPADS SHALL BE IDENTIFIED BY CHARACTERS COMPLYING WITH 11B-703.5 AND SHALL BE CENTERED ON THE CORRESPONDING KEYPAD BUTTON. THE NUMBER FIVE KEY SHALL HAVE A SINGLE RAISED DOT. THE DOT SHALL BE 0.118 INCH TO 0.120 INCH BASE DIAMETER AND IN OTHER ASPECTS COMPLY WITH TABLE 11B-703.3.1. H) CAR POSITION INDICATORS –AUDIBLE AND VISIBLE CAR POSITION INDICATORS SHALL BE PROVIDED IN ELEVATOR CARS. •VISIBLE INDICATORS –VISIBLE INDICATORS SHALL COMPLY WITH 11B-407.4.8.1. O SIZE –CHARACTERS SHALL BE 1/2 INCH HIGH MINIMUM. O LOCATION –INDICATORS SHALL BE LOCATED ABOVE THE CAR CONTROL PANEL OR ABOVE THE DOOR. O FLOOR ARRIVAL –AS THE CAR PASSES A FLOOR AND WHEN A CAR STOPS AT A FLOOR SERVED BY THE ELEVATOR, THE CORRESPONDING CHARACTER SHALL ILLUMINATE. •AUDIBLE INDICATORS –AUDIBLE INDICATORS SHALL COMPLY WITH 11B-407.4.8.2. O SIGNAL TYPE –THE SIGNAL SHALL BE AN AUTOMATIC VERBAL ANNUNCIATOR WHICH ANNOUNCES THE FLOOR AT WHICH THE CAR IS ABOUT TO STOP. O SIGNAL LEVEL –THE VERBAL ANNUNCIATOR SHALL BE 10 DB MINIMUM ABOVE AMBIENT, BUT SHALL NOT EXCEED 80 DB, MEASURED AT THE ANNUNCIATOR. O FREQUENCY –THE VERBAL ANNUNCIATOR SHALL HAVE A FREQUENCY OF 300 HZ MINIMUM TO 3000 HZ MAXIMUM. I) EMERGENCY COMMUNICATION –EMERGENCY TWO- WAY COMMUNICATION SYSTEMS SHALL COMPLY WITH 11B-308. RAISED SYMBOLS OR CHARACTERS, WHITE ON A BLACK BACKGROUND, AND BRAILLE SHALL BE PROVIDED ADJACENT TO THE DEVICE AND SHALL COMPLY WITH 11B-703.2 AND 11B-703.3. EMERGENCY TWO-WAY COMMUNICATION SYSTEMS BETWEEN THE ELEVATOR AND A POINT OUTSIDE THE HOISTWAY SHALL COMPLY WITH ASME A17.1. J) SUPPORT RAIL –SUPPORT RAILS SHALL BE PROVIDED ON AT LEAST ONE WALL OF THE CAR. •LOCATION –CLEARANCE BETWEEN SUPPORT RAILS AND ADJACENT SURFACES SHALL BE 1 1/2 INCHES MINIMUM. TOP OF SUPPORT RAILS SHALL BE 31 INCHES MINIMUM TO 33 INCHES MAXIMUM ABOVE THE FLOOR OF THE CAR. THE ENDS OF THE SUPPORT RAIL SHALL BE 6 INCHES MAXIMUM FROM ADJACENT WALLS. •SURFACES –SUPPORT RAILS SHALL BE SMOOTH AND ANY SURFACE ADJACENT TO THEM SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. •STRUCTURAL STRENGTH –ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE SUPPORT RAIL, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. RE: GRAPHIC ENLARGEMENT STAINLESS STL. PANEL S.STL. BUTTON W/ ILLUMINATING OUTER RING. BUTTONS SHALL HAVE SQUARE SHOULDERS. RAISED 1/8" (+/-1/32") ABOVE THE AJOINING SURFACE, CALL BUTTONS SHALL BE INTERNALLY ILLUMINATED W/ A WHITE LIGHT OVER THE ENTIRE SURFACE OF THE BUTTON. TYP. FIREFIGHTERS KEY SWITCH, AND ASSOC. TEXT ETCHED TEXT, BACK FILLED W/ BLACK, TYP. MOUNTING PLATES ARE UNACCEPTABLE, TYP. FINISH FLOOR WARNINGELEVATORS SHALL NOT BE USED IN THE EVENT OF FIRE USE MARKED EXIT STAIRWAYS FIREFIGHTERS' OPERATIONTo recall elevatorsInsert fire key and turn to "ON"ELEVATOR DOOR OPENING7' - 0"8"4' - 7"5"2' - 8"SOLID AREAS TO BE BACK FILLED WITH BLACK FLAME TO BE ETCHED AND BACK FILLED WITH BLACK TO OPENING 1' - 4" V.I.F. DOOR JAM 3' - 6"FLOOR DESIGNATION SIGNS ON BOTH JAMBS FOR EA. DOOR OPENING 5' - 0" 5"2".B.O. TACTILE LETTERING60" MAXTO 1/2" MAX3/8" MIN*TACTILE STAR IDENTIFICATION INDICATES EXIT DISCHARGE LEVEL 1 FIG. 22 MINIMUM DIMENSIONS OF ELEVATOR CARS 2 1 X DOOR OPEN CLOSE DOOR OCTAGON SYMBOL SHALL BE RAISED BUT `X' IS NOT CONTROL PANEL FLOOR LANDING NUMBERS ON BOTH SIDES OF DOOR JAMB (EJS) CALL BUTTON HALL LANTERN FIG. 20 HOISTWAY AND ELEVATOR ENTRANCES3'-6"2'-5"BA5"5'-0"6'-0"5/8" MIN. NUMERAL HEIGHTRAISED 1/32" 1 1/4" -1 1/2" RAILS 13 12 11 10 98 7 6 5 4 3 2 1 0 5 6 8 10 12 14 16 18 DISTANCE IN FEETTIME IN SECONDSACCEPTABLE UNACCEPTABLETOP CONTROLS NOTE: THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND IS INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONSTRUCTION. 84" MIN.54" MIN.42" MIN. 68" MIN.54" MIN.51" MIN.51" MIN.42" MIN. 3/4" BUTTON DIAMETER SQUARE SHOULDERS ILLUMINATED) BRAILLE RAISED 1/32" (BELOW TEXT) MAIN ENTRY FLOOR EMERGENCY ALARM SEPERATION3/8" MIN.35" MIN. A.F.FNOTE: THE AUTOMATIC DOOR REOPENING DEVICE IS ACTIVATED IF AN OBJECT PASSES THROUGH EITHER LINE A OR LINE B. LINE A AND LINE B REPRESENT THE VERTICAL LOCATIONS OF THE DOOR REOPENING DEVICE NOT REQUIRING CONTACT. 1-1/2" MIN.32" MIN.35" MIN.FRONT APPROACH48" MAX FORA B C *GURNEY COMPLIANT PER SEC. 30032.4A GENERAL INFORMATION EXISTING ELEVATOR #1 STATE ID:84654 TYPE:HYDRAULIC OEM:AMTECH-RELIABLE CAPACITY:2500 SPEED:125 FLOORS/OPENINGS:2/2 INSTALLATION YEAR:1986 EXISTING ELEVATOR #2 STATE ID:84244 TYPE:HYDRAULIC OEM:AMTECH-RELIABLE CAPACITY:2500 SPEED:125 FLOORS/OPENINGS:2/2 INSTALLATION YEAR:1986 ELEVATOR REPAIR SCOPE (BASED BID) EXISTING ELEVATOR #1 & #2 1. REPLACE CONTROLLER/DRIVE SYSTEM (RELAY) WITH NEW CURRENT- TECHNOLOGY MICROPROCESSOR CONTROLLER WITH SOLID-STATE STARTER –NON-PROPRIETARY 2. REPLACE DRIVE/STARTER (SOFT START) 3. REPLACE PUMP UNIT / MOTOR ASSEMBLY (DRY MOUNT) WITH NEW SUBMERSIBLE HYDRAULIC POWER UNIT –INCLUSIVE OF TANK, MOTOR, SHUT OFF VALVES AND LOW OIL SWITCH 4. REPLACE COUPLINGS/FITTINGS (VINCS) AND RETAIN FEEDLINE 5. REPLACE HANDRAIL (AT REAR) WITH ROUND ADA APPROVED RAIL, SEE DETAIL_________ 6. REPLACING FLOORING WITH LVT, MANUFACTURER______, MODEL NO. _________, TYPE_______ 7. REPLACE CAR OPERATING PANEL (MAIN COP) 8. REPLACE CAR PUSHBUTTONS 9. REPLACE HALL STATION PUSHBUTTONS 10. REPLACE EMERGENCY PHONE AND ALARM BELL 11. REPLACE POSITION INDICATORS 12. REPLACE DIRECTIONAL INDICATORS 13. PROVIDE NEW MACHINE ROOM WIRING ELEVATOR MODERNIZATION SCOPE (ALTERNATE BID) EXISTING ELEVATOR #1 & #2 1. REPLACE LIGHTING (FLUORESCENT) WITH LED 2. REPLACE CEILING (WOOD SLOTTED) WITH STAINLESS STEEL CEILING 3. REPLACE WALL PANELS (TEXTURED) WITH NEW PLASTIC LAMINATE WALL PANELS 4. ADD A PHASE 2 FIRE SERVICE OPERATION AND CABINET 5. REPLACE ALARM (IN COP) 6. REPLACE PHONE (IN COP) 7. REPLACE HOISTWAY DOOR OPERATOR EQUIPMENT (MAC) AND RELATING EQUIPMENT WITH A NEW CLOSED-LOOP LINEAR-DESIGN –TRACKS, HANGERS, INTERLOCKS, AND ROLLERS 8. REPLACE CAR DOOR OPERATING EQUIPMENT –TRACKS, HANGERS, CLUTCH, RELATED EQUIPMENT 9. REPLACE DOOR EDGE (INFRARED) 10. UPGRADE DOOR DETECTORS TO INFRARED TYPE 11. REPLACE DOOR PANEL & ENTRANCES (STAINLESS STEEL), CAR DOOR ONLY, WITH STAINLESS STEEL 12. REPLACE CLADDING FRONT RETURNS WITH STAINLESS STEEL, AT BOTH STOPS 13. REPLACE HW DOOR EQUIPMENT (GAL) 14. REPLACE CAR DOOR EQUIPMENT (GAL) 15. REPLACE GUIDES (ROLLERS) WITH NEW SPRING-LOADED ROLLER GUIDE ASSEMBLIES 16. PROVIDE NEW RUPTURE OR OVERSPEED VALVE TO FEEDLINE, RETAIN FEEDLINE PROVIDE NEW HOISTWAY ROOM WIRING RELATED WORK (BASE BID) 1. PROVIDE A PROPERLY RATED PHASE FUSED DISCONNECT SWITCH, EXTERNALLY OPERABLE AND LOCKABLE IN THE OPEN POSITION, LOCATED AS REQUIRED BY CODE. ACCOMMODATE ANY INCREASE IN MOTOR SIZE OR FEEDER LOADS FOR EACH ELEVATOR. 2. PROVIDE A DEDICATED 110 VAC FUSED DISCONNECT SWITCH, EXTERNALLY OPERABLE AND LOCKABLE IN THE OPEN POSITION ADJACENT TO THE MACHINE ROOM DOOR FOR CAB LIGHTING AND VENTILATION, LOCATED AS REQUIRED BY CODE FOR EACH ELEVATOR. 3. PROVIDE FIRE ALARM SMOKE DETECTORS WITH WIRING AND RELAYS IN THE MACHINE ROOM TERMINATING AT THE ELEVATOR CONTROLLER FOR EACH ELEVATOR. 4. PROVIDE A FIRE ALARM INITIATING DEVICES TO BE LOCATED IN FROM OF EACH ELEVATOR LOBBY AS WELL AS IN THE MACHINE ROOM AT THE TOP OF THE HOISTWAY. 5. PROVIDE A DEDICATED FILE ALARM PANEL. 6. PROVIDE A DEDICATED PHONE LINE FOR NEW EMERGENCY PHONE COMMUNICATION. 7. CUTTING OF EXITING WALLS, FLOORS AND FINISHES, TOGETHER WITH ALL REPAIRS MADE NECESSARY BY SUCH CUTTING OR CHANGES, E.G. CUTTING OF LOBBY WALLS FOR HALL FIXTURES AND REMOVAL OF ENCROACHING LOBBY FEATURES SUCH AS WALL-MOUNTED ASHTRAYS. REMOVAL, REPLACEMENT, AND/OR REPAIR OF ANY MIRRORS, MILLWORK, PLASTER, CONCRETE, STONE OR OTHER SPECIAL HALL FINISHES. 8. ELEVATOR #1 AND #2 SHALL BE CONNECTED TO THE NEW GENERATOR FOR STANDBY POWER, SUCH THAT DURING A POWER OUTAGE THE ELEVATORS LOWERS TO THE NEAREST LANDING AND RELEASES PASSENGERS. 9. SEE DETAILS ON THIS SHEET RELATED TO ADA ACCESSIBILITY. 10. FOR ADDITIONAL INFORMATION SEE ELEVATOR EQUIPMENT ASSESSMENT REPORT, PREPARED BY LIFT ELEVATOR CONSULTING, INC., PUBLISHED ON SEPTEMBER 4, 2020. Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" A B.O. CEILING 9' -0" B.O.CEILING 22' -6" 3 5/8"x 20GA. MTL. STD., W/ 3/4" PLY AND 7/8" STUCCO FINISH (N) MECHANICAL DUCTWORK (E) CONCRETE PANEL 4 A820 3 5/8"x 20GA. MTL. STD., W/ 3/4" PLY AND 7/8" STUCCO FINISH (E) RAIL TO REMAIN PROTECT DURING CONSTRUCTION (E) PARAPET TO REMAIN PROTECT DURING CONSTRUCTION 3 5/8"x 20GA. MTL. STUD, W/ 3/4" PLY AND 7/8" STUCCO FINISH GALV. MTL. MECHANICAL DUCT COVER 3 5/8"x 20GA. MTL. STD., W/ 3/4" PLY AND 7/8" STUCCO FINISH STRUCTURAL SUPPORT 'L' ANGLES EA. SIDE OF DUCT WITH CONT. SEALANT AROUND PENETRATIONS, SEE STRUCTURAL DWG'S. FOR SUPPORT INFO. STRUCTURAL SUPPORT BRACKETS WITH CONT. SEALANT AROUND PENETRATIONS, SEE STRUCTURAL DWG'S. FOR SUPPORT INFO. Level 2 13' -6" Roof Level 27' -0" Top Parapet 30' -0" 4 B.O. CEILING 9' -0" 1 A820 B.O.CEILING 22' -6" 181F 3 5/8" MTL. STD. 20 GA, W/ 3/4" PLY AND 7/8" STUCCO FINISH A820 3 (N) MECHANICAL DUCTWORK 3 5/8"x 20GA. MTL. STD., W/ 3/4" PLY AND 7/8" STUCCO FINISH SLOPED 3-5/8"x 20GA. MTL. STUD, W/ 3/4" PLY & 7/8" STUCCO FINISH (E) METAL RAILING TO REMAIN STRUCTURAL SUPPORT 'L' ANGLES EA. SIDE OF DUCT WITH CONT. SEALANT AROUND PENETRATIONS, SEE STRUCTURAL DWG'S. FOR SUPPORT INFO. 3"6"6"3'-6" MIN. TO ROOF TERRACEEXTERIOR PLASTER ARCHITECTURAL PRE-CAST CONCRETE WALL PANEL STUCCO FINISH MTL TRACK 2" ø O.D GALV. STEEL PIPE METAL FLASHING HORIZ PLATE 3/16" x 21/2" x CONT. STITCHED WELD TOP & BOTTOM 1/8" F. WELD 1-1/2"x20 GA. POWDER COATED GALV. CORRUGATED METAL DECKING 2x6 HSS FRAMING MEMBER, SEE STRUCT. 'C' CHANNEL SUPPORT FRAME, SEE STRUCT. 6" DIA. COLUMN, SEE STRUCT. POLYEUROTHAYNE CURVED EXPANSION COVER J GALV. MTL. GUTTER 1-1/2"x20 GA. POWDER COATED GALV. CORRUGATED METAL DECKING 2x6 HSS FRAMING MEMBER, SEE STRUCT. 'C' CHANNEL SUPPORT FRAME, SEE STRUCT. 9x5 T.S. COLUMN, SEE STRUCT. 1-1/2"x20 GA. POWDER COATED GALV. CORRUGATED METAL DECKING 4x2 HSS FRAMING MEMBER, SEE STRUCT. 'C' CHANNEL SUPPORT FRAME, SEE STRUCT. 12x5 HSS FRAMING MEMBER, SEE STRUCT. X (E) 2" DEEP PRE-CAST CONC. PANELS R.O. 3' - 0"2"(E) 4" MTL. STUD EMBEDDED 1" INTO (E) PRE-CAST CONC. PANELS FIELD VERIFY LOCATIONS(N) 4 x 16GA. MTL. STUD FRAME (E) STEELCOLUMN FRAME TYP. PER STRUCTURAL FIELD VERIFY LOCATION 4"1"(N) HOT-DIPPED GALV. PERFORATED MTL. SCREEN OFFSET (N) TWO 4" x 4" HSS WELDED TO RECIEVING PLATE BOLTED TO RECIEVING PLATE WELDED TO METAL PANEL FRAME, REFER TO STRUCTURE2"(N) INFILL WALL W/ 7/8" SMOOTH STUCCO O/ MTL. LATH O/ W.P. MEMBRANE O/ SHEATHING" W/ END "J" MOLD FLASHING PROVIDE (N) REINFORCE VER. 2x_ MTL. STUDS AT EACH END 1' - 6" R.O. 3' - 0" R.O. OR 4' - 0" R.O.2' - 8"1' - 4"(E) 2" DEEP PRE-CAST CONC. PANELS TYP. (E) 4" MTL. STUD EMBEDDED 1" INTO (E) PRE-CAST CONC. PANELS FIELD VERIFY LOCATIONS (N) 4 x 16GA. MTL. STUD FRAME (N) INFILL WALL W/ 7/8" SMOOTH STUCCO O/ MTL. LATH O/ W.P. MEMBRANE O/ SHEATHING" PROVIDE (N) REINFORCE VER. 2x_ MTL. STUDS AT EACH END OF (N) FRAME R.O.4' - 0"3" 4" (N) TWO 4" x 4" HSS WELDED TO RECIEVING PLATE BOLTED TO RECIEVING PLATE WELDED TO METAL PANEL FRAME, REFER TO STRUCTURE (N) GALV. MTL. SCREEN. SEE (N) INFILL WALL W/ 7/8" SMOOTH STUCCO O/ MTL. LATH O/ W.P. MEMBRANE O/ SHEATHING" W/ TOP/BOTT. "J" MOLD FLASHING PLAN VIEW TOP SCREEN ELEV. VIEW (BACKSIDE) ELEVATION VIEW SECTION VIEWAB (N) TWO 4" x 4" HSS WELDED TO RECIEVING PLATE BOLTED TO RECIEVING PLATE WELDED TO METAL PANEL FRAME, REFER TO STRUCTURE (N) HOT-DIPPED GALV. PERFORATED MTL. SCREEN W/ HIGH PERFORMANCE COATING PAINT W/ 1/4" PERFORATIONS, TYPICAL FOR ALL SCREENS (E) REVEALS WHERE OCCURS (FIELD VERIFIED LOCATION) C1 C X X 5 1/2"30" MAX, V.I.F.VARIES1' - 1 1/2" X (E) STEEL COLUMN TYP. PER STRUCTURAL FIELD VERIFY LOCATION BOTTOM SCREEN ELEV. VIEW (BACKSIDE)C2 (N) TWO 4" x 4" HSS WELDED TO RECIEVING PLATE BOLTED TO RECIEVING PLATE WELDED TO METAL PANEL FRAME, REFER TO STRUCTURE 1' - 9" WIDTH 3' - 6" 1' - 9"1' - 9" ACTUAL SCALE OF 1/4" PERFORATIONS 2" (N) 3" x 3" GALV. MTL. FRAME W/ HIGH PERFORMANCE COATING, TYPICAL FOR ALL UPPER PANELS (N) 3" x 3" GALV. MTL. FRAME W/ HIGH PERFORMANCE COATING, TYPICAL FOR ALL LOWER PANELS (N) CAPPING PLATE WITH WEATHER PROOF SEALENT, PER STRUCTURE (N) INFILL WALL W/ 7/8" SMOOTH STUCCO O/ MTL. LATH O/ W.P. MEMBRANE O/ SHEATHING" W/ END "J" MOLD FLASHING (N) 1/2" GAP FILLED WITH BACKER ROD WITH WEATHER PROOF SEALENT, TOOLED TO SHED WATER 1' - 9" WIDTH 3' - 6"27"2' - 8"HEIGHT7' - 10"HEIGHT7' - 4"3' - 3"SCREEN HEIGHT6' - 9"SCREEN WIDTH 2' - 11"SCREEN HEIGHT7' - 3"SCREEN WIDTH 2' - 11" MTL. FRAME PERFORATED MTL. PANEL 1/4" DIA. X 3/4" BOLT L-CLIP WELDED TO FRAME MTL. FRAME PERFORATED MTL. PANEL 1/4" DIA. X 3/4" BOLT L-CLIP WELDED TO FRAME SIDE VIEW FRONT VIEW EXTERIOR PANEL -PERFERATED PANEL TO FRAME CONNECTION HSS PERIMETER BEAM PER STRUCTURE 7/8" HAT CHANNEL BREAK METAL FACIA CORRUGATED METAL ROOFING HSS CROSS BEAM PER STRUCTURE WEATHER PROOF SEALANT OVERLAP 3" 7/8" 1/4" / 1' -0"DEPTH OF FACIA7 3/8"HSS PERIMETER BEAM PER STRUCTURE 1 1/2" x 20GA CORRUGATED METAL TOP SLOPED PANEL, TO BE PRE-FINISHED & PAINTED HSS CROSS BEAM PER STRUCTURE 1/4" / 1' -0" LT. 20GA PREFINISHED METAL GUTTER TO MATCH FASCIA PROFILE SLOPE #10 SMS. @12" O.C. TYP. ANGLE EDGE FLASHING CAP 6"5" OVERLAP 3"2" HSS 6" X 5" PERIMETER BEAM PER STRUCTURE BREAK METAL FACIA BRACKET BREAK METAL FACIA CORRUGATED METAL ROOFING HSS 6" X 5" CROSS BEAM PER STRUCTURE WEATHER PROOF SEALANT DEPTH OF FACIA8" OMG SPEEDTITE ROOF DRAIN MECHANICAL SEAL DRAIN BODY STRAINER DOME RETAINING CLIPS STRAINER DOME NYLON PUSH-IN FASTENER ALUMINUM STRAINER DOME SEALANT THERMOPLASTIC COATED ALUMINUM FLANGE WELDED THERMOPLASTIC FLASHING TARGET EXISTING RAIN WATER LEADER EXISTING CAST IRON DRAIN BOWL SUBSTRATE VAPOUR RETARDER (OPTIONAL) TREATED WOOD NAILER (OPTIONAL) INSULATION (SLOPED TO DRAIN) FLANGE FASTENER WOOD NAILER FASTENER 25MM (1") MINIMUM WELD THERMOPLASTIC MEMBRANE OMG SPEEDTITE ROOF DRAIN VORTEX BREAKER HAND- TURNED SEAL ACTIVATOR NOTES: 1. REFER TO ROOF MEMBRANE MANUFACTURER FOR THEIR APPROVED INSTALLATION DETAIL. 2. OMG SPEEDTITE ROOF DRAIN COMPLIES WITH ANSI/SPRI RD-1. APPLICATIONS - THERMOPLASTIC ROOF MEMBRANES SIZES: 3 INCH, 4 INCH, 5 INCH, 6 INCH 1-1/2" (4 CM) FIELD WELD TREMPLY PLUS STRESS PLATE & FASTENER AT 12" O.C. (30 cm) STEEL DECK DIRECTION 74" ROLLS W/ 5" FIELD LAPS. CUSTOM FABRICATED OR FIELD ASSEMBLED 37" ROLLS W/ 5" FIELD LAPS. CUSTOM FABRICATED OR FIELD ASSEMBLED NOTES 1. DIMENSION "A" EQUALS 10% OF ROOF WIDTH OR 40% OF BUILDING HEIGHT; WHICH EVER IS LESS, WITH A MINIMUM OF 4 FT. (1.2 M) 5" (13 CM) 32" (81 CM) 32" (81 CM) PERIMETER ZONE "A" TREMPLY PLUS STRESS PLATE & FASTENER AT 12" O.C. (30 cm) 1-1/2" (4 CM) FIELD WELD6" (15 CM) 5" (13 CM) 69" (1.8 M) 74" (1.9 M)PERIMETER ZONE"A"37" (94 CM) 32" (81 CM)6" O.C. (15 CM) STEEL ANGLE IRON TREMPLY KEE FLASHING (FULLY ADHERED) BEVELED WOOD BLOCKING COMPLETELY COVERED WITH TREMPLY KEE FLASHING HEAT WELD FLASHING TO BLOCK COVERING MEMBRANE PREMOLDED CORNER, HOT AIR WELD STAINLESS STEEL WORM GEAR CLAMP APPROVED SEALANT TO CLEAN AND PRIMED SURFACE 8" MINIMUMPIPE PENETRATION INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS TREMPLY KEE MEMBRANE STAINLESS STEEL WORM GEAR CLAMP APPROVED SEALANT TREMPLY PLUS FASTENER & STRESS PLATE (MIN. 4 FASTENERS) HOT AIR WELD NON-REINFORCED TREMPLY PLUS FIELD FORMED FLASHING MEMBRANE TREMPLY KEE LV BONDING ADHESIVE NON-REINFORCED FTR FIELD FORMED FLASHING MEMBRANE HOT AIR WELD 8" MIN.TREMPLY KEE FLASHING (FULLY ADHERED) STEEL SQUARE TUBE PREMOLDED CORNER, HOT AIR WELD STAINLESS STEEL WORM GEAR CLAMP APPROVED SEALANT TOCLEAN AND PRIMED SURFACE CLEAN AND PRIME PENETRATION, APPLY CONVEX TOOLED BEAD OF APPROVED SEALANT AT TOP OF METAL RAIN HOOD METAL RAIN HOOD 8" MINIMUMINSULATION ATTACHED PER SPECIFICATION REQUIREMENTS BOND- BREAKER NON- SHRINK GROUT FILL VOIDS W/COMPRESSIBLE FILLERAND INSULATION AS REQUIRED WOOD BLOCKING ATTACHED @ 250 LBF/FT TREMPLY KEE MEMBRANE TREMPLY KEE NON- REINFORCED AT CORNERS, HEAT WELDED APPROVED SELF LEVELING 1-PART URETHANE 2-PIECE METAL RAIN HOOD (OPTIONAL) APPROVED METAL PITCH PAN, FASTEN WITH GALVANIZED ANNULAR RING SHANK NAILS (3" O.C.) (PRIME INTERIOR SIDE OF PITCH PAN AND PENETRATION) PENETRATION (CLEANED AND PRIMED) TREMPLY KEE MEMBRANE FLASHING STRIP, HEAT WELDED APPLY CONVEX TOOLED BEAD OF TREMPLY PLUS SEALANT TO CLEAN AND PRIMED SURFACE 2"4" MIN.TREMPLY KEE MEMBRANE TREMPLY KEE "PRE-MOLDED" FLASHING HOT AIR WELD APPROVED SEALANT STAINLESS STEEL WORM GEAR CLAMP PIPE PENETRATION INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS TREMPLY PLUS FASTENER & STRESS PLATE (MIN. 4 FASTENERS) TREMPLY PLUS STRESS PLATE & FASTENER 5" WELD / LAP LINE INCREMENTAL MARKING 6" O.C. UNDERLYING (BOTTOM) MEMBRANE EDGE2-3/8"5/16" 5" LAP 1-1/2" TREMPLY PLUS FASTENER(S) & STRESS PLATE(S) 12" O.C. AROUND SUMP AREA EXTEND TREMPLY KEE NON-REINFORCED MINIMUM OF 1/2" BEYOND INSIDE OF CLAMPING RING DRAIN ASSEMBLY WITH CLAMPING RING (BY OTHERS) APPROVED SEALANT TREMPLY KEE NON- REINFORCED MEMBRANE FLASHING TAPERED INSULATION ATTACHED @ MINIMUM OF 2 FASTENERS PER BOARD HOT AIR WELD TREMPLY KEE MEMBRANE FIELD TAPER SUMP TO PROVIDE A SMOOTH TRANSITION AS REQ. NOTES: 1. USE TAPERED ROOF INSULATION (EDGE STRIPS) TO CREATE DRAIN SUMP. IF TOTAL INSULATION THICKNESS IS LESS THAN OR EQUAL TO 1 1/2 IN., TAPER 12 IN. FROM THE DRAIN CENTER. IF TOTAL INSULATION THICKNESS IS GREATER THAN 1 1/2 IN., TAPER 18 IN. FROM DRAIN CENTER. APPROVED SEALANT (TOOLED) APPROVED ALUMINUM TERMINATION BAR, FASTEN WITH APPROVED FASTENERS (8" O.C.) METAL COUNTER FLASHING TREMPLY KEE LV BONDING ADHESIVE TREMPLY KEE FLASHING GALVANIZED ANNULAR RING SHANK NAIL (6" O.C.) WOOD BLOCKING ATTACHED @ 250 LBF/FT HOT AIR WELD TREMPLY KEE MEMBRANE INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS PRECUT OR SAW-CUT REGLET APPROVED SEALANT (TOOLED) TREMPLY KEE LV BONDING ADHESIVE GALVANIZED ANNULAR RING SHANK NAILS (6" O.C.) INSULATION ATTACHED OR ADHERED PER SPECIFICATION ROOF TOP UNIT OR SKYLIGHT EPDM WASHERED FASTENER AS REQUIRED TREMPLY KEE MEMBRANE FLASHING GALVANIZED ANNULAR RING SHANK NAILS (3" O.C.) WOOD BLOCKING/CURB CONSTRUCTION ATTACHED @ 250 LBF/FT ROOF TOP UNIT OR SKYLIGHT EPDM WASHERED FASTENER AS REQUIRED METAL COUNTERFLASHING, FASTEN WITH EPDM WASHERED FASTENERS (12" O.C.) TREMPLY KEE FLASHING (FULLY ADHERED) APPROVED SEALANT BEHIND TOP OF FLASHING NON-LIFTABLE 8" MIN.TREMCO METAL TREMPLY KEE MEMBRANE FLASHING STRIP HOT AIR WELD TREMPLY KEE MEMBRANE GALVANIZED ANNULAR RING SHANK NAILS (6" O.C.) INSULATION ATTACHED PER SPECIFICATION REQUIREMENTS WOOD BLOCKING ATTACHED @ 250 LBF/FT CONTINUOUS GALVANIZED METAL CLEAT FASTEN WITH GALVANIZED ANNULAR RING SHANK NAILS (3" O.C.) BUTYL SEALING TAPE AS NEEDED TREMCO METAL 2" WIDE ALUMINUM TAPE OVER JOINT 1/4" GAP 4" WIDE FLASHING STRIP, HEAT WELDED IN PLACE TREMPLY KEE MEMBRANE EDGE FLASHING STRIP 4" MIN. 1/4" 2" 4" JOINT TREATMENT AT EDGE METAL MM SYSTEMS MODEL: RXJ-2-1 OR EQUAL WWW.50MMWAY.COM .020 PVC MOISTURE BARRIER MASONRY NAIL BACKER ROD & SEALANT #10 x 1 1/4" P.H.S.M.S./S.S. w/INSERT & NEOPRENE WSHR. @ 24" O.C. V-34 VINYL SEAL 1/4-20 X 5/8" P.H.M.S./S.S. W/ NEOPRENE WASHER @ 24" O.C. ROOFING SYSTEM BY OTHERS NEW CANT STRIP EXISTING METAL STUD WALL W/ PLYWD. SHEATHING AND EXTERIOR STUCCO FINISH EXISTING ROOF STRUCTURE ALUM. SPLICE PLATE (COVER) .080" ALUMINUM COVER FRAME 3/16" x 3/8" CONT. NEOPRENE REMOVE EXISTING EXCESS METAL STUD FRAMING NEW SHAPED 3x6 CONT. BLOCKING 6"2"1 1/2"NEW 4"x4"x1/4" ANGLE, SEE STRUCT. DWG'S. CONTINUOUS METAL COUNTERFLASHING, FASTEN WITH EPDM WASHERED FASTENERS (12" O.C.) PROVIDE CLEAN TRIMMED STUCCO EDGE 30" HOT AIR WELD (TYPICAL) 28 IN. X 50 FT. X 90-MIL PROTECTION PAD OSHA YELLOW W/ DIAMOND PLATE TREAD PATTERN 50" 8 9 COVER INSIDE & OUTSIDE HANDLES W/ PADLOCK HASPS 1" THICK FIBERGLASS COVER INSULATION LIFTING MECHANISM W/ REINFORCED COMPOSITE TUBES & ELECTROCOATED COMPRESSION SPRINGSFRAME W/ CAPFLASHING (CORNERS FULL WELDED) LOCK STRIKE HOLD OPEN ARM W/ NYLON ROLLER RED VINYL GRIP ARM GUIDE BRACKET COVER LINER SLAM LATCH (2 point) GASKET (ALL AROUND COVER) NEOPRENE GASKET STRUCTURAL DECK STRUCTURAL DECK F.T. WOOD BLOCKING ROOF LADDER PER MNFR. PAINTED SAFETY YELLOW PINTLE HINGE 1" RIGID FIBERBOARD INSULATION1' - 0"8" MIN.1 1/4" SCHEDULE 40 PIPE IN 6061 T6 ALUMINUM ALLOY ABOVE THE ROOF SURFACE OR DECK42"SCUTTLE HINGE SIDE ALUMINUM SINGLE POST CORNER BRACKET ALUMINUM SINGLE POST CORNER BRACKET ALUMINUM SINGLE POST CORNER BRACKETALUMINUM SINGLE POST CORNER BRACKET ABOVE THE ROOF SURFACE OR DECK42"1 1/4" SCHEDULE 40 PIPE IN 6061 T6 ALUMINUM ALLOY RAILS STAINLESS STEEL SPRING HINGES 1 1/4" SCHEDULE 40 PIPE IN 6061 T6 ALUMINUM ALLOY SELF-CLOSING GATE CAST ALUMINUM GATE LATCH W/ STAINLESS STEEL PIN ALUMINUM POST SUPPORTS COVERING FRONT COVERING BOTTOM FLASHING (ELC) CHAIN ACTUATOR (IO-HOMECONTROL® OR OPEN SYSTEM) DRAINAGE PROFILE (MULTI-BRACKET) FOAM GASKET EXISTING CURB, V.I.F FOR PROPER DIMENSIONS AND HEIGHT CLAMP VAPOUR BARRIER CONNECTION STRIP DELIVERY LIMIT TOP COVERING TOP FLASHING (ELC) MOUNTING BRACKET INSULATION SUPPLIED BY OTHERS STEEL FOR FIXATION INSULATING GLAZING UNIT (34 or 46 MM) (I) PER PLAN V.I.F. PER PLAN V.I.F. INTERNAL LINING WIDTH (E) 8 1/2"8 1/2"8" MIN.EXISTING CURB, V.I.F FOR PROPER DIMENSIONS AND HEIGHT 1 1/2"1 1/2" 8 1/2"11 1/2" MODULE WIDTH (W)MODULE WIDTH (W)MODULE WIDTH (W) INTERNAL LINING LENGTH (F) OPENING LENGTH (B) SUB CONSTRUCTION LENGTH (D) INSULATION SUPPLIED BY OTHERS COVERING DELIVERY LIMIT EXISTING CURB, V.I.F FOR PROPER DIMENSIONS AND HEIGHT INSULATING GLAZING UNIT (34 TO 46 MM) SURFACE APPROPRIATE FOR SCREW FIXATION FOAM GASKET SIDE FLASHING SIDE COVERING 4" MTL. STUD WALL W/ 5/8" GYP. BD. EA. SIDE BATT INSULATION WHERE OCCURS (N) SINGLE-PLY ROOFING MEMBRANE O/ (E) BUILT-UP ROOF SYSTEM (E) SKYLIGHTS TO REMAIN PROTECT DURING CONSTRUCTION TO AVOID ANY DAMAGE TYP. (E) 5/8" GYP. BD. TO BE PAINTED (E) SKYLIGHT METAL MANUFACTURER CURB W/ INSULATION (E) ROOF STEEL MEMBERS PER STRUCTURAL. REFER TO 1/S203 24' - 0" CL.FIELD VERIFY10' - 4" A.F.F.PIPE COLUMN PER STRUCTURAL (E) Wx STRUCTURAL TYP UNISTRUT PER STRUCTRUAL PV PANEL PER ELEC DWGS HSS PER STRUCTURAL25° ±TYP.1'-0" MAX.TELESTRUT PER STRUCTRUAL (E) METAL DECK ROOF (N) ROOF PER PLAN A822 4 SIM. UP UP FIRE EXTINGUISHER -SEE DETAIL 15B/A801FEC SCOPE OF WORK LIMITED TO NEW CARPET, RUBBER BASE, AND NEW PAINT. SEE FINISH PLAN AND SCHEDULE PRIMARY CIRCULATION CORRIDOR. ALL SIGNAGE MOUNTED ALONG THIS CORRIDOR, U.O.N. ROOM SIGN -SEE DETAIL 7/A903 EMERGENCY EVACUATION PLAN SIGN STAIR AND FLOOR IDENTIFICATION SIGN -SEE DETAIL 15/A902 FIRE WALL DO NOT PENETRATE SIGN -SEE DETAIL 1/A903 NOT ACCESSIBLE SIGN -SEE DETAIL 5/A903 ACCESSIBLE ENTRY SIGN -SEE DETAIL 3/A902 WOMEN'S RESTROOM DOOR SIGN -SEE DETAIL 9/A902 MEN'S RESTROOM DOOR SIGN -SEE DETAIL 11/A902 UNISEX RESTROOM DOOR SIGN -DETAIL 10/A902 MEN'S ACCESSIBLE RESTROOM -SEE DETAIL 7/A902 WOMAN'S ACCESSIBLE RESTROOM -SEE DETAIL 8/A902 UNISEX ACCESSIBLE RESTROOM -SEE DETAIL 6/A902 FIRE SPRINKLER INSIDE SIGN -SEE DETAIL 13/A902 NO SMOKING SIGN -SEE DETAIL 3/A903 ROOF ACCESS SIGN -SEE DETAIL 4/A903 MAX. OCCUPANCY LOAD SIGN -SEE DETAIL 2/A903 ROOM EXIT SIGN -SEE DETAIL 8a/A903 EXIT STAIR DOWN SIGN -SEE DETAIL 8b/A903 EXIT ROUTE SIGN -SEE DETAIL 8c/A903 INDICATES EXIT ROUTE DIRECTION (WHERE APPLICABLE) ASSISTIVE LISTENING DEVICE DIRECTIONAL SIGN -SEE DETAIL 12/A902 DOOR UNLOCK SIGN -SEE DETAIL 14/A902 ELEVATOR SIGN -SEE DETAIL 6/A903 LOBBY SIGNAGE -POLICE RECORDS -SEE DETAIL 5/A904 LOBBY SIGNAGE -INFORMATION -SEE DETAIL 11/A904 LOBBY WALL SIGNAGE -SEE DETAIL 12/A904 PORTABLE FIRE EXTINGUISHER -SEE DETAIL 15A/A801 ENTRY CANOPY SIGNAGE -SEE DETAIL 7/A904 RM ST FW NA EE MR WR AE MR.D WR.D FS NS RA MO EXa ALD DU EL LPR LI LW SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY PFE EC UR.D UR EXb EXc 1 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 608 SF WOMEN'S LOCKERS 169 775 SF MECH EQUIP 171 68 SF ELEV EQUIP 172 231 SF ELEC. ROOM 174 884 SF PHYSICAL FITNESS 161 298 SF MEN'S 163 1521 SF MEN'S LOCKERS 164 42 SF VEST 166 121 SF TRAFFIC SUPERVISOR 108 1265 SF SALLY PORT 181 969 SF PROPERTY & EVIDENCE 159 165 SF EVIDENCE 157 143 SF NARCOTICS 158 992 SF DISPATCH CENTER 144 272 SF MASTER MPOE / MDF ROOM 143 127 SF COMM SUPERVISOR 145508 SF CRIME ANALYST 141 57 SF WOMEN 148 56 SF MEN 149 191 SF BATTERY CHARGING/ SHOTGUN STORAGE 126 27 SF COFFEE 123 488 SF TRAFFIC 116 103 SF ELEV EQUIP 175 47 SF ELEV. #1 EL01 33 SF METER ROOM 173 33 SF VESTIBULE 167 31 SF VESTIBULE 162 169 SF VESTIBULE ROOM 199 168 SF RECORDS SUPERVISOR 110 67 SF EVIDENCE LOCKERS 194 210 SF STAIR #1 ST01 89 SF ELEV. #2 EL02 217 SF WOMEN'S 168 351 SF CST 151 258 SF PUBLIC COUNTER 104 516 SF WATCH COMMANDER 133 477 SF LOBBY 101 1242 SF BRIEFING 121 103 SF TRAFFIC OFFICE 114 103 SF TRAFFIC OFFICE 115 402 SF PATROL SERGEANT 111 139 SF MEETING ROOM 112 876 SF RECORDS 109 319 SF LOUNGE 146 87 SF ELECT. 142 157 SF HALLWAY 192 364 SF HALLWAY 191 364 SF HALLWAY 193 453 SF HALLWAY 195 104 SF OFFICE 152 153 SF STORAGE 182 129 SF STORAGE 185 74 SF MEETING 106 55 SF DRY CLEANING 125 81 SF HALLWAY 103 41 SF CRIME LIVESCAN 107 160 SF PUBLIC INQUIRY 105 144 SF BAG TAG 156 124 SF REAR ENTRY 122 114 SF STAIR #2 ST02 85 SF INTERVIEW 160 112 SF WATCH COMM OFFICE 134 83 SF OFFICE 154 525 SF HOMLESS OUTREACH 155 762 SF HALLWAY 197 83 SF WOMEN'S SHOWERS 170 141 SF MEN'S SHOWERS 165 107 SF INTERVIEW ROOM 183 99 SF CST OFFICE 153 168 SF TRAFFIC OFFICE 113 768 SF ATRIUM / REPORT WRITING 131 78 SF HALLWAY 147 123 SF DRYING ROOM 184 30 SF AV ROOM 124 56 SF IDF ROOM 1 132 564 SF HALLWAY 198 601 SF HALLWAY 196 424 SF RM RM RM RM RM RM EE RM RM RM RM RM RMRM RM RM MRWR MR.DMR.D RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM RM MR WR RM RM EE RM RM ST ST RM MR RM RM ST RM EXc RMRM RM RM RM EL EL MO WR.D MR.D EXa EXaEXa EXa MR.D ALD RM RM EE RM RM RM LPR LI LW (WORK LIMITED TO EOC WING STRUCTURAL RETROFIT) (WORK LIMITED TO STRUCTURAL RETROFIT @ CEILINGS ) EXa EXa EXc EXa EXa EXc EXa PFE FEC FEC PFE PFE FEC FEC PFE FEC FEC EXc EXc NS NS NS RM EC 14 DU DU EXc DU DU DU EXc DU ST DU DU EXc EXc DU DU AE AE DU DU EXc ST EXc RM EXc 1 1 1 1 1 DN DN DN DN DN 10 11 12 13 F G H K L 14 15 16 192 SF HALLWAY E172 168 SF RECORDS SUPERVISOR 110 28 SF VEST. E177 241 SF MEN E179 176 SF OFFICE E180 295 SF STORAGE E182 1088 SF EMERGENCY OPERATING CENTER (E.O.C.) E183 1098 SF MEETING ROOM E184 1089 SF MEETING ROOM E185 250 SF AV EQUIP. E186 104 SF CUST. E187 52 SF MEN E173 55 SF WOMEN E174 124 SF HALLWAY E181 253 SF LOBBY E175 158 SF WOMEN E178 489 SF HALLWAY E176 50 SF ELECT. E188 /1 A900/1 A900 MATCHLINE EXa EXa NS RM RM RM RM RM EXa AE WR WR.DMR.D MR WRWR.D MR.D MR RM RM RM RM RA MO MO MO 876 SF RECORDS 109 160 SF PUBLIC INQUIRY 105 477 SF LOBBY 101 NS DU DU EXcEXcEXcEXcEXc FIRE EXTINGUISHER -SEE DETAIL 15B/A801FEC PRIMARY CIRCULATION CORRIDOR. ALL SIGNAGE MOUNTED ALONG THIS CORRIDOR, U.O.N. ROOM SIGN -SEE DETAIL 7/A903 WOMEN'S RESTROOM DOOR SIGN -SEE DETAIL 9/A902 MEN'S RESTROOM DOOR SIGN -SEE DETAIL 11/A902 MEN'S ACCESSIBLE RESTROOM -SEE DETAIL 7/A902 WOMAN'S ACCESSIBLE RESTROOM -SEE DETAIL 8/A902 FIRE SPRINKLER INSIDE SIGN -SEE DETAIL 13/A902 NO SMOKING SIGN -SEE DETAIL 3/A903 ROOF ACCESS SIGN -SEE DETAIL 4/A903 MAX. OCCUPANCY LOAD SIGN -SEE DETAIL 2/A903 ROOM EXIT SIGN -SEE DETAIL 8a/A903 EXIT STAIR DOWN SIGN -SEE DETAIL 8b/A903 EXIT ROUTE SIGN -SEE DETAIL 8c/A903 INDICATES EXIT ROUTE DIRECTION (WHERE APPLICABLE) DOOR UNLOCK SIGN -SEE DETAIL 14/A902 ACCESSIBLE ENTRY SIGN -SEE DETAIL 3/A902 RM MR WR MR.D WR.D FS NS RA MO EXa EXb EXc DU AE DN DN 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 355 SF TRAINING COORDINATOR'S OFFICE 252 231 SF TECH SERVICE CAPTAIN 255 231 SF LIEUT. 256 231 SF FIELD SERVICE CAPT. 257 221 SF ADMIN ASSIST. 258 186 SF SECRETARY 291 333 SF POLICE CHIEF 289 538 SF CONFERENCE 288 321 SF FIRE CHIEF 283 227 SF FIRE DIV. CHEIF 281 177 SF FIRE ANALYST 277 176 SF EMS MGR 276 176 SF EMPTY 275 358 SF CRIME OF VIOLENCE 210 165 SF OFFICE 209 87 SF MAILROOM 214 87 SF INTERVIEW 213 82 SF INTERVIEW 212 132 SF JUVENILE SERVICES SERGEANT 211 270 SF EOC DIRECTOR 271 137 SF SGT. OFFICE 204 221 SF ELEC. ROOM 207 565 SF VICE / NARCOTICS 202 752 SF MECHANICAL EQUIP. 221 144 SF JANITOR 233 187 SF MEN 232 147 SF WORKROOM / IDF ROOM 237 191 SF WOMEN 235 53 SF WOMEN 285 263 SF SECRETARY 282 38 SF CLOSET 290 15 SF COFFEE 286 20 SF STOR. 287 38 SF CLOSET 284 532 SF FIRE ADMIN 280 315 SF CLERICAL 278 47 SF STORAGE 274 59 SF STORAGE 279 174 SF FIRE TRAINING OFFICER 272 89 SF WORK REPRO 294 53 SF MEN 292 329 SF CSI 225 376 SF HALLWAY 273 102 SF HALLWAY 215 90 SF VEST. 268 731 SF HALLWAY 264 683 SF RES. ASSIST. 240 146 SF SGT. OFFICE 205 188 SF OFFICE 254 319 SF CLEAN OFFICE 251 138 SF IT MEETING 239 653 SF HALLWAY 262 1118 SF ADMIN CSO 241 OPEN TO BELOW OPEN TO BELOW 170 SF IN-PROCESS EVID./STOR. 223 104 SF ALS ROOM 224 457 SF LOUNGE 244 174 SF OFFICE 253 542 SF CLERICAL POOL 261 167 SF OFFICE 208 2055 SF INVESTIGATIVE SERVICES 201 207 SF OFFICE 206 89 SF STORAGE 242 83 SF JANITOR 243 79 SF HALLWAY 293 114 SF STAIR #2 ST02 89 SF ELEV. #2 EL02 47 SF ELEV. #1 EL01 210 SF STAIR #1 ST01 126 SF IT OFFICE 238 151 SF OFFICE 260 76 SF INTERVIEW 203 71 SF JANITOR OFFICE 222 22 SF VEST. 234 21 SF VEST. 231 41 SF IDF ROOM 2 259 109 SF HALLWAY 265 390 SF HALLWAY 266 583 SF HALLWAY 267 1843 SF ROOF TERRACE 246 198 SF CORRIDOR 263 105 SF HALLWAY 269 263 SF CONFERENCE ROOM 245 RM EE ST EL RM RM RM RM RM RM RM RM RM RMRM RM RMRMRMRMRM RM RM RM RM RM RM RM RM RM WR WR.D MR MR.D RMEESTRM RM RM MOMO RM RM RM RM RMRMRMRM RMRM RMRM RM RM RM RM RM RM RM RA RM EXc EXc EXc EE EL OPEN TO BELOW EXb EXc EXb FEC PFE PFE PFE RM 14 ST EXc EXc DU ST EXc EXc EXc UR.D UR EXc EXcEXc UR.D UR EXc 1 1 1 FIRE EXTINGUISHER -SEE DETAIL 15B/A801FEC SCOPE OF WORK LIMITED TO NEW CARPET, RUBBER BASE, AND NEW PAINT. SEE FINISH PLAN AND SCHEDULE PRIMARY CIRCULATION CORRIDOR. ALL SIGNAGE MOUNTED ALONG THIS CORRIDOR, U.O.N. ROOM SIGN -SEE DETAIL 7/A903 EMERGENCY EVACUATION PLAN SIGN STAIR AND FLOOR IDENTIFICATION SIGN -SEE DETAIL 15/A902 FIRE WALL DO NOT PENETRATE SIGN -SEE DETAIL 1/A903 NOT ACCESSIBLE SIGN -SEE DETAIL 5/A903 ACCESSIBLE ENTRY SIGN -SEE DETAIL 3/A902 WOMEN'S RESTROOM DOOR SIGN -SEE DETAIL 9/A902 MEN'S RESTROOM DOOR SIGN -SEE DETAIL 11/A902 UNISEX RESTROOM DOOR SIGN -DETAIL 10/A902 MEN'S ACCESSIBLE RESTROOM -SEE DETAIL 7/A902 WOMAN'S ACCESSIBLE RESTROOM -SEE DETAIL 8/A902 UNISEX ACCESSIBLE RESTROOM -SEE DETAIL 6/A902 FIRE SPRINKLER INSIDE SIGN -SEE DETAIL 13/A902 NO SMOKING SIGN -SEE DETAIL 3/A903 ROOF ACCESS SIGN -SEE DETAIL 4/A903 MAX. OCCUPANCY LOAD SIGN -SEE DETAIL 2/A903 ROOM EXIT SIGN -SEE DETAIL 8a/A903 EXIT STAIR DOWN SIGN -SEE DETAIL 8b/A903 EXIT ROUTE SIGN -SEE DETAIL 8c/A903 INDICATES EXIT ROUTE DIRECTION (WHERE APPLICABLE) ASSISTIVE LISTENING DEVICE DIRECTIONAL SIGN -SEE DETAIL 12/A902 DOOR UNLOCK SIGN -SEE DETAIL 14/A902 ELEVATOR SIGN -SEE DETAIL 6/A903 LOBBY SIGNAGE -POLICE RECORDS -SEE DETAIL 5/A904 LOBBY SIGNAGE -INFORMATION -SEE DETAIL 11/A904 LOBBY WALL SIGNAGE -SEE DETAIL 12/A904 PORTABLE FIRE EXTINGUISHER -SEE DETAIL 15A/A801 ENTRY CANOPY SIGNAGE -SEE DETAIL 7/A904 RM ST FW NA EE MR WR AE MR.D WR.D FS NS RA MO EXa ALD DU EL LPR LI LW SCOPE OF WORK LIMITED TO STRUCTURAL SEISMIC RETROFIT ONLY PFE EC UR.D UR EXb EXc 1 MIN 1' - 0" 9" 15"60" MAX TO BASELINE OF48" MIN TO BASELINE OFHIGHEST TACTILE CHARACTERLOWEST BRAILLE CELLSAPPLIES TO TOILET DOOR ONLY SEE SIGNAGE 1' - 6" MIN 45.00°1' - 6" MINCENTERED ON TACTILE CHARACTERS HINGE SIDE OF DOOR 11B-703.4.2 LOCATION.WHERE A TACTILE SIGN IS PRO-VIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF,THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES (457 MM) MINIMUM BY 18 INCHES (457 MM) MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE PROVIDED, SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL BE LOCATED AT THE ENTRANCE TO, AND OUTSIDE OF THE ROOM OR SPACE. WHERE PROVIDED, SIGNS IDENTIFYING EXITS SHALL BE LOCATED AT THE EXIT DOOR WHEN APPROACHED IN THE DIRECTION OF EGRESS TRAVEL EXCEPTION: IN ALTERATIONS WHERE SIGN INSTALLATION LOCATIONS IDENTIFIED IN SECTION 11B-703.4.2 ARE OBSTRUCTED OR OTHERWISE UNAVAILABLE FOR SIGN INSTAL-LATION, SIGNS WITH TACTILE CHARACTERS SHALL BE PERMIT-TED ON THE PUSH SIDE OF DOORS WITH CLOSERS AND WITHOUT HOLD-OPEN DEVICES. SIGNAGE NOTES:(TYPICAL ALL SIGNS) 2/10"1/40"INTER-CELL SPACING WITHIN A CELL = .10 INCHES (VERTICAL OR HORIZONTAL) ROUNDED DOT (ACCEPTABLE) 1. SIGN MATERIAL TO BE 1/8" THICK PLASTIC WITH 1/32" RAISED BORDER, GRAPHICS AND LETTERS. PROVIDE MECHANICAL MOUNTING WITH VANDAL RESISTANT FASTENERS. COMPLY WITH 4.30 AND A4.30 OF THE CBC. 2. PROVIDE ONE SIGN WHERE INDICATED ON DOOR SCHEDULE OR PER PLANS. LOCATE SIGN MAXIMUM 12" AWAY FROM DOOR STRIKE SIDE, LOCATE SIGN 48" MIN. A.F.F. TO BOTTOM OF BRAILLE AND 60" MAX. TO BOTTOM OF HIGHEST TEXT TACTILE LETTERING. SIGN SHALL BE CENTERED IN AN 18" X 18" CLEAR FLOOR SPACE BEYOND THE DOOR SWING ARC WITH 90 DEGREE INHIBITOR-TYPE CLOSER NEXT TO A TACTILE SIGN. 3. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32" MINIMUM AND SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE (SEE NOTE #7 BELOW). 4. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" AND A MAXIMUM OF 2" HIGH. 5. FINISH AND CONTRAST: CONTRAST BETWEEN CHARACTERS, SYMBOLS AND THEIR BACKGROUND MUST BE 70% MINIMUM AND HAVE A NON-GLARE FINISH. (CBC SECTION 1117B.5.2). COLORS: WHITE AND CUSTOM COLOR GREEN TO MATCH EXISTING U.O.N.(SHERWIN WILLIAMS SW 6475 COUNTRY SQUIRE) 6. PROPORTIONS: RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60% MINIMUM AND 110% MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 15% MAXIMUM OF THE HEIGHT OF THE CHARACTER. (CBC SECTION 1117B.5.5, ITEM 5) 7. BRAILLE: CALIFORNIA CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 1/5" SPACE BETWEEN CELLS, MEASURED THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. DOTS SHALL BE RAISED A MINIMUM OF 1/40" ABOVE THE BACKGROUND. (CBC SECTION 1117B.5.6) ROUNDED OR DOMED CALIFORNIA BRAILLE DOTS SHALL BE REQUIRED. 8. MOUNTING LOCATION: MOUNTING LOCATION SHALL BE DETERMINED SO THAT A PERSON MAY APPROACH WITHIN 3" (76MM) OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING OF THE DOOR. (CBC SECTION 1117B.5.7) 9. SIGNS TO BE CONTRASTING COLORS. (CBC SECTION 11B-703.6.2) 10. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS ACCESSIBLE 5' -0" A.F.F. 6" MIN. TALL MINIMUM 1" HIGH LETTERS UPPERCASE CHARACTERS 8"10"RESTROOM 10"10"MIN.1/2"1/2"MINIMUM 1" HIGH LETTERS UPPERCASE CHARACTERS COLOR: WHITE 6" MIN. TALL 5' -0" A.F.F. NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS4'-0"MIN. A.F.F.5' -0" A.F.F.MINIMUM 1" HIGH LETTERS UPPERCASE CHARACTERS COLOR: WHITE 6" MIN. TALL MIN.1/2"1/2"MEN NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS 10"10"4'-0"MIN. A.F.F.5' -0" A.F.F.MINIMUM 1" HIGH LETTERS UPPERCASE CHARACTERS COLOR: WHITE 6" MIN. TALL MIN.1/2"1/2"WOMEN NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS 10"10"4'-0"MIN. A.F.F.FIRE SPRINKLER RISER INSIDE 1' - 0"4"MINIMUM 1" HIGH LETTERS UPPERCASE CHARACTERS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS NOTE:MOUNT IN HEADER OF INTERIOR SIDE OF DOOR FRAME * *0' - 1"ASSISTIVE LISTENING DEVICES AVALIABLE WHITE TEXT 5' -0" A.F.F. 10"10"MINIMUM 1" HIGH LETTERS TACTILE WHITE TEXT 5' -0" A.F.F.4'-0"MIN. A.F.F.NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS 1' - 0"1' - 6"3/8"-1/2"(STAIR NAME) NO ROOF ACCESS 1 FLOOR 1 FLOORS 1-2 EXIT THIS LEVEL 3/8" MIN5"MINIMUM 1 1/2" HIGH LETTERS COLOR: WHITE MINIMUM 1" HIGH LETTERS COLOR: WHITE 1' - 0"1' - 0" 5' -0" A.F.F. 1/4" THICK CONTRASTING COLOR TO DOOR 1/8" R. CORNERS, TYP 6"MEN MINIMUM 5/8" HIGH LETTERS UPPERCASE CHARACTERS COLOR: TBD 5' -0" A.F.F. CONTRASTING COLOR TO DOOR AND EACH OTHER 1/4" THICK 1' - 0"*IF DOORS ARE THE SAME COLOR, SHOW SIGNS CONSISTENTLY LIGHT ON DARK OR DARK ON LIGHT BACKGROUND 1/8" R. CORNERS, TYP 6"RESTROOM MINIMUM 5/8" HIGH LETTERS UPPERCASE CHARACTERS COLOR: WHITE 6"5' -0" A.F.F. 1/4" THICK CONTRASTING COLOR TO DOOR 1' - 0"WOMEN MINIMUM 5/8" HIGH LETTERS UPPERCASE CHARACTERS COLOR: TBD 14"10"NOTE: PROVIDE SIGN @ 30'-0" O.C. MAX. AT ACCESSIBLE/VISIBLE SIDE OF RATED WALLS ### MAXIMUM OCCUPANCY FOR THIS (SPACE NAME)4"1' - 0" 5' -0" A.F.F. MIN. 1" HIGH UPPERCASE CHARACTERS NOTE:TACTILE TEXT SEE NOTE 3 5' -0" A.F.F. 10" ROOF ACCESS 4"10" 1" HIGH NAME TEXT COLOR: WHITE 5'-0" MAX. A.F.F. SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS NOT ACCESSIBLE 1" HIGH NAME TEXT COLOR: WHITE SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS 10"1' - 3"-" MAX. A.F.F. CONFERENCE ###4"60" MAX. A.F.F.TO BOTTOM OF HIGHEST TACTILE CHARACTERS48" MIN. A.F.F.TO BOTTOM OF LOWESTTACTILE CHARACTERSROOM NAME TEXT: 1" HIGH LETTERS COLOR: WHITE10" NOTE: SEE SIGNAGE NOTE #7 FOR BRAILLE REQUIREMENTS3/8"-1/2"3/8" MININ CASE OF FIRE, USE STAIRWAY FOR EXIT. DO NOT USE ELEVATOR.10"8" 5' -0" A.F.F. WHITE TEXT 1/2"MIN.1/2"1/2"MIN.1/2"4'-0"MIN.B.O.B.4'-0"MIN.B.O.B.1/2"MIN.1/2"4'-0"MIN.B.O.B.EXIT EXIT ROUTE A CONTRASTING COLOR - LIGHT VS DARK TO WALL, TYP. SEE SIGNAGE NOTE #7 MOUNT AT INTERIOR B C EXIT STAIR DOWN 5'-0'' MAX A.F.F. 5'-0'' MAX A.F.F. 5'-0'' MAX A.F.F. 1 'C' CHANNEL SUPPORT FRAME, SEE STRUCT. 8"h x 2"d ALUMINUM LETTERS BOLTED TO 'C' CHANNEL FRAME A904 7 HEIGHT OF LETTERS8"EQ. TYP. DISTANCE BETWEEN LETTERS 4"EQ. CANOPY WIDTH 11' - 9" 10" TYP. WIDTH OF LETTERS 6" ALUMINUM LETTERING, ATTACHED TO STEEL FRAME HSS METAL BEAM, REFER TO STRUCTURAL PLANS TO PROTECT AND SERVE THE COMMUNITY WITH INTEGRITY, PROFESSIONALISM AND VALOR F.F. TO BOT. OF BRACKET70".1/2" X 1/2" ALUMINUM MOUNTING BRACKET 1/2" X 5" ALUMINUM LETTERS, TYP. A904 13 BOTTOM BRACKET TO BE MOUNTED AT 70" FROM FINISH FLOOR. SIGNAGE TO BE CENTERED ON WALL. TYP. 3"EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.EQ.3" 3"EQ. TYP. 3"EQ. TYP.LINE SPACING12"LINE SPACING12"TEXT CENTERED ON BRACKET 13 A904 TYP. UNISTRUT CONNECT TO UNDERSIDE OF STRUCTURE UNISTRUT THREADED ROD BOLTED TO MOUNTING BRACKET 1" X 2" ALUMINUM MOUNTING BRACKET DROP CEILING PER FINISH PLAN ALUMINUM COVER PLATE ALUMINUM LETTERS 5" IN HEIGHT AND 1" DEPTH (E) CONCRETE MTL. DECK HEIGHT OF TEXT5"HEIGHT FROM CEILING1' - 8"HEIGHT OF MOUNTING BRACKET2' - 4"SPACE BET. BRACKET AND T.O.C.5"DEPTH OF BRACKET TYP. 2"THICKNESS OF BRACKET TYP.1"DEPTH OF TEXT TYP. 1"TEXT HEIGHT5"DEPTH 1/2" ALUMINUM LETTERS AND BRACKET 1/4" DIA. X 1 1/2" LONG BOLT. (N) WALL PER WALL TYPE ROUNDMOUNTING PLATE, PROVIDE BACKING AS NECESSARY SEE DETAIL 9/A8033 1/2"3 1/2" 3 1/2" x 3 1/2" 1/8" THICK ALUMINUM MOUNTING PLATE W/ 1/2" DIA. x 1" LONG SELF TAPPING SCREWS. 1/2" WELDED CONNECTION 1/2" X 1/2" ALUMINUM BRACKET TYP. POLICEHEIGHT FROM CEILING1' - 8"RECORDS LENGTH OF MOUNTING BRACKET 6' - 4"TEXT HEIGHT5"HEIGHT OF MOUNTING BRACKET2' - 4"3" 1' - 0"1' - 0"SPACE BET. BACKET AND T.O.C5"5' - 8" 3"3"3" 3" UNISTRUT CONNECT TO UNDERSIDE OF STRUCTURE THREADED ROD BOLTED TO UNISTRUT THREADED ROD BOLTED TO MOUNTING BRACKET 1" X 2" ALUMINUM MOUNTING BRACKET DROP CEILING PER FINISH PLAN ALUMINUM COVER PLATE 1" X 5" ALUMINUM LETTERS (E) CONCRETE MTL. DECK INFORMATION 3"3" 4' - 6" LENGTH OF MOUNTING BRACKET 5' - 2"HEIGHT OF MOUNTING BRACKET2' - 4 1/4"HEIGHT FROM CEILING1' - 8"HEIGHT OF TEXT5"3"3" 1' - 0"1' - 0"SPACE BET BRACKET AND T.O.C5"UNISTRUT CONNECT TO UNDERSIDE OF STRUCTURE THREADED ROD BOLTED TO UNISTRUT THREADED ROD BOLTED TO MOUNTING BRACKET 1" X 2" ALUMINUM MOUNTING BRACKET DROP CEILING PER FINISH PLAN ALUMINUM COVER PLATE 1" X 5" ALUMINUM LETTERS (E) CONCRETE MTL. DECK TYP. 1" DESIGN CRITERIADESIGN OF NEW STRUCTURES CONFORMS TO THE CALIFORNIA BUILDING CODE (CBC), 2019 EDITION AND MEETS THE REQUIREMENTS FOR ESSENTIAL FACILITIES.1. LIVE LOADS:A. ROOF: 20 PSFB. FLOOR: 50 PSFC. CORRIDORS: 100 PSF2. DEAD LOADS:A. PARTITIONS: 20 PSF3. WIND ANALYSIS: WIND LOADS ARE BASED ON CBC SECTION 1609A WITH THE FOLLOWING FACTORS:EXPOSURE CATEGORY CRISK CATEGORY: IVV = 105 MPHVasd= 81 MPHGCpi = ±0.18Kzt = 1.0C&C DESIGN PRESSURE, q = 58 PSF4. SEISMIC ANALYSIS: EQUIVALENT LATERAL FORCE PROCEDURESITE CLASS CSEISMIC DESIGN CATEGORY DRISK CATEGORY: IVSs= 0.947S1 = 0.347Fa = 1.200Fv= 1.500SDS= 0.635SD1= 0.278DESIGN OF VOLUNTARY SEISMIC UPGRADE CONFORMS TO THE CALIFORNIA EXISTING BUILDING CODE (CEBC), 2019 EDITION AND ASCE 41-17 FOR ESSENTIAL FACILITIES. 1. SEISMIC ANALYSIS: LINEAR DYNAMIC PROCEDURESTRUCTURAL PERFORMANCE AT BSE-1E = IMMEDIATE OCCUPANCYSTRUCTURAL PERFORMANCE AT BSE-2E = LIFE SAFETYNONSTRUCTURAL PERFORMANCE AT BSE-1E = POSITION RETENTIONNONSTRUCTURAL PERFORMANCE AT BSE-2E = HAZARDS REDUCEDSITE CLASS = CRISK CATEGORY = IV BSE-1ESS = 0.348S1 = 0.129Fa = 1.300Fv = 1.500SXS = 0.394SX1 = 0.155BSE-2ESS = 0.715S1 = 0.260Fa = 1.214Fv = 1.500SXS = 0.750SX1 = 0.312CAST-IN-PLACE CONCRETE1. PORTLAND CEMENT SHALL BE ASTM C150 TYPE V UNLESS OTHERWISE NOTED.2. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) HARD ROCK TYPE UNLESS OTHERWISE NOTED AS LIGHT WEIGHT CONCRETE (115 PCF MAX.).3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS AS FOLLOWS, UNLESS OTHERWISE NOTED:A. FOUNDATION, FOOTINGS: 4,000 PSIB. SLABS-ON-GRADE: 4,000 PSIC. NORMAL WEIGHT CONCRETE FILL OVER METAL DECK: 3,000 PSI4. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY, BEARING A REGISTERED STATE OF CALIFORNIA CIVIL ENGINEER'S STAMP, AND REVIEWED BY THE ENGINEER PRIOR TO USE.5. MAXIMUM RATIO OF WATER TO CEMENTITIOUS MATERIALS, BY WEIGHT, SHALL BE 0.45 UNLESS OTHERWISE NOTED. USE MINIMUM 6 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE.6. ALL CONSTRUCTION JOINTS SHALL BE KEYED AND SHALL BE THOROUGHLY CLEANED. SEE CAST-IN-PLACE CONCRETE NOTE 10.7. THE CONTRACTOR SHALL SUBMIT THE PROPOSED LOCATION OF ALL CONSTRUCTION JOINTS TO THE ENGINEER FOR REVIEW PRIOR TO PLACING OF CONCRETE. POUR JOINTS SHALL BE LOCATED TO MINIMIZE EFFECTS OF SHRINKAGE AS WELL AS PLACED AT POINTS OF LOW STRESS. 8. CONCRETE COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED:A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH EXCEPT SLAB-ON-GRADE: 3".B. CONCRETE EXPOSED TO EARTH OR WEATHER:* #6 THROUGH #18 REBAR: 3"* #5 REBAR, W31 OR D31 WIRE, AND SMALLER: 3"C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND:* SLABS, WALLS AND JOISTS (#11 REBAR AND SMALLER): 3/4"* BEAMS AND COLUMNS: 11/2"D. SLABS-ON-GRADE - PLACE REBAR AT MID DEPTH 9. ALL EXPOSED CONCRETE EDGES SHALL BE FORMED WITH A 3/4" CHAMFER UNLESS OTHERWISE SHOWN OR NOTED.10. ALL NEW CONCRETE PLACED AGAINST HARDENED CONCRETE SHALL BE PREPARED PER THE FOLLOWING PROCEDURE:A. ROUGHEN HARDENED SURFACE TO AN AMPLITUDE OF 1/4" WITH BUSH HAMMER, SAND BLASTING, OR OTHER APPROVED METHOD.B. CLEAN SURFACES OF DUST AND DEBRIS USING CLEAN COMPRESSED AIR AND WATER. C. THE SURFACE OF ALL HORIZONTAL CONSTRUCTION JOINTS SHALL BE CLEANED AND ROUGHED BY EXPOSING CLEAN AGGREGATE SOLIDLY EMBEDDED IN MORTAR MATRIX. IN THE EVENT THAT THE CONTACT SURFACE BECOMES COATED WITH EARTH, SAWDUST, ETC., AFTER BEING CLEANED, THE ENTIRE SURFACE SO COATED SHALL BE RECLEANED.D. REFER TO OTHER NOTES FOR DUST CONTROL DURING CONSTRUCTION.11. CURING COMPOUND USED ON CONCRETE SHALL BE REVIEWED BY THE ENGINEER.12. BONDING AGENT SHALL BE CHEMREX CONCRESIVE LIQUID LPL, OR SIKA ARMATEC 110 EPOCEM, OR APPROVED EQUAL AND SHALL BE APPLIED FOLLOWING THE MANUFACTURER'S RECOMMENDATIONS.13. THE NOMINAL MAXIMUM SIZE OF COARSE AGGREGATES SHALL BE 1" UNLESS OTHERWISE NOTED.14. ALL CRACKS WIDER THAN 1/16" IN NEW CONCRETE APPEARING WITHIN 6 MONTHS OF CONCRETE PLACEMENT SHALL BE REPAIRED USING SIKADUR 35, HI-MOD LV EPOXY ADHESIVE INJECTION BY THE CONTRACTOR AT NO COST TO THE OWNER.STRUCTURAL STEEL1. THE CONTRACTOR SHALL SUBMIT ALL STRUCTURAL STEEL AND MISCELLANEOUS STEEL SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION.2. MATERIAL TEST OR REPORTS FOR HOT-ROLLED STRUCTURAL SHAPES, PLATES, AND BARS SHALL BE MADE IN ACCORDANCE WITH ASTM A6. FOR SHEET MATERIAL, TEST SHALL BE MADE IN ACCORDANCE WITH ASTM A568. FOR TUBING AND PIPE, SUCH TEST SHALL BE MADE IN ACCORDANCE WITH REQUIREMENTS OF THE APPLICABLE ASTM STANDARDS.3. STEEL MATERIALS SHALL CONFORM TO THE FOLLOWING, UNLESS OTHERWISE NOTED: A. PLATES AND BARS: ASTM A36 (Fy=36ksi, Fu=58ksi), U.N.O.B. CHANNELS AND ANGLES: ASTM A36 (Fy=36ksi, Fu=58ksi)C. W AND WT: ASTM A992 (Fy=50ksi, Fu=65ksi)D. RECTANGULAR AND SQUARE HSS: ASTM A500, GRADE B (Fy=46ksi, Fu=58ksi)E. ROUND HSS: ASTM A500, GRADE B (Fy=42ksi, Fu=58ksi)F. PIPES: ASTM A53, GRADE B (Fy=35ksi, Fu=60ksi)G. BOLTS AT STEEL-TO-STEEL CONNECTIONS: ASTM A325 ST (SNUG-TIGHTENED), TYPE 1; 7/8"∅TYP. U.O.N. H. BOLTS AT OTHER APPLICATIONS: ASTM A307I. ANCHOR RODS: ASTM F1554, GRADE 36, U.N.O.J. THREADED RODS: ASTM A36K. NUTS: ASTM A563L. WASHERS: ASTM F436M. STEEL STUD SHEAR CONNECTORS: ASTM A29/A108, AWS D1.14. HEAVY-HEX STRUCTURAL BOLT AND NUT DIMENSIONS SHALL MEET THE REQUIREMENTS OF ANSI/ASME B18.2.6.5. ALL STEEL (EXCEPT STAINLESS STEEL) SHALL BE SHOP PRIMED WITH ZINC OXIDE PRIMER UNLESS OTHERWISE NOTED.6. PAINT ALL STRUCTURAL STEEL WITH WEATHER/RUST RESISTANT PAINT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS AND ARCHITECTURAL DETAILS UNLESS OTHERWISE NOTED.7. DIAMETER OF BOLT HOLE SHALL BE 1/16" LARGER THAN THE BOLT'S DIAMETER UNLESS OTHERWISE NOTED.8. IF DRILLING HOLES AT STEEL MEMBERS TO ACCOMMODATE THE CONCRETE ANCHORS IS REQUIRED, THE DRILLING MUST BE DONE AFTER THE FINAL ANCHOR HAVE BEEN HOLES DRILLED. THE HOLES AT STEEL MEMBERS SHALL MATCH THE LOCATION OF INSTALLED ANCHORS.9. PROVIDE BEVELED WASHERS ON SLOPING SURFACE OF CONNECTIONS FOR FULL BEARING.10. MINIMUM BOLT SPACING FROM CENTER OF STANDARD AISC HOLE AS FOLLOWS, U.N.O.:CENTER-TO-CENTER = 3 BOLT DIAMETERCENTER-T0-ROLLED EDGE = 1.5 BOLT DIAMETERCENTER-TO-SHEARED EDGE = 1.75 BOLT DIAMETER11. GALVANIZE ALL STEEL EXPOSED TO WEATHER, UNLESS OTHERWISE NOTED.12. ALL STEEL SHALL BE FABRICATED AT CITY OF CARLSBAD APPROVED STEEL FABRICATION SHOP.STRUCTURAL STEEL WELDING1. ALL WELDING SHALL BE IN CONFORMANCE WITH THE AWS D1.1 AND AWS D1.8.2. ALL WELDING MUST BE APPROVED BY AN AWS CERTIFIED INSPECTOR.3. ALL WELDING OF STEEL SHALL CONFORM TO AWS D1.1 AND AWS D1.8 AND SHALL BE PERFORMED BY AWS CERTIFIED WELDERS USING E-70XX LOW HYDROGEN MOISTURE RESISTING ELECTRODES UNLESS OTHERWISE NOTED.4. ALL WELDS USED IN MEMBERS AND CONNECTIONS IN THE SEISMIC FORCE RESISTING SYSTEM (SFRS) SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS SPECIFIED IN AWS D1.8 CLAUSE 6.3. ALL WELDING ELECTRODES AND ELECTRODE-FLUX COMBINATIONS SHALL MEET DIFFUSIBLE HYDROGEN TESTING REQUIREMENTS OF TABLE 6.3 OF AWS D1.8. WELDS DESIGNATED AS DEMAND 'CRITICAL WELDS' SHALL BE MADE WITH FILLER METALS MEETING THE REQUIREMENTS SPECIFIED IN AWS D1.8 CLAUSES 6.3.5, 6.3.6, 6.3.7 AND 6.3.8.5. ALL WELDS USED IN MEMBERS AND CONNECTIONS IN THE SFRS SHALL BE MADE WITH A FILLER METAL THAT CAN PRODUCE WELDS THAT HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LB AT 0 °F, AS DETERMINED BY THE APPROPRIATE AWS A5 CLASSIFICATION OR MANUFACTURER CERTIFICATION.6. USE THE MINIMUM SIZE OF WELDING IN ACCORDANCE WITH AISC 360-16 SECTION J2 AT STEEL-TO-STEEL JOINTS UNLESS A LARGER WELDING SIZE IS SPECIFIED ON THE PLANS.7. WHERE LENGTH OF WELDING IS NOT SHOWN, IT SHALL BE FULL LENGTH OF JOINT. ALL BUTT WELDS SHALL BE COMPLETE PENETRATION WELDS UNLESS OTHERWISE NOTED.8. THE CONTRACTOR SHALL PROVIDE WELDING PROCEDURE SPECIFICATION (WPS) AND DETAILED SEQUENCE OF WELDING SKETCH FOR REVIEW PRIOR TO STARTING FABRICATION. THE SEQUENCE OF WELDING SHALL BE PLANNED TO MINIMIZE LOCKED IN STRESSES AND DISTORTION. EACH WPS SHALL BE STAMPED WITH AN AWS INSPECTOR'S STAMP INDICATING THAT INSPECTOR'S CERTIFICATION THAT THE WPS CONFORMS TO AWS D1.1 AND D1.8, AND ALL REQUIREMENTS SET FORTH IN THE DRAWINGS AND SPECIFICATIONS. EACH WPS SHALL BE FORMATTED TO FIT ON LETTER SIZED PAPER BUT SHALL BE SUBMITTED ON THE UPPER PORTION OF LEGAL SIZED PAPER ALLOWING FOR AWS INSPECTOR, CONTRACTOR REVIEW, AND DESIGNER REVIEW STAMPS TO BE PLACED ON THE BLANK BOTTOM PORTION OF EACH LEGAL SIZED SHEET.9. COMPLETE PENETRATION GROOVE WELDS SHALL HAVE A FILLER METAL WITH CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBS AVERAGE AT 0° FAHRENHEIT. FOR DEMAND CRITICAL WELDS OF THE SEISMIC FORCE RESISTING SYSTEM SUBJECTED TO SERVICE TEMPERATURES BELOW +50 °F, THE MINIMUM CHARPY V-NOTCH OF 40 FT-LBS SHALL BE PROVIDED AT A SERVICE TEMPERATURE NOT MORE THAN 20 °F ABOVE THE LOWEST ANTICIPATED SERVICE TEMPERATURE.10. FACES OF FILLET WELDS NOT EXPOSED TO VIEW SHALL HAVE AS-WELDED SURFACES THAT ARE REASONABLY SMOOTH AND UNIFORM. NO FINISHING OR GRINDING SHALL BE REQUIRED EXCEPT WHERE CLEARANCES OR FIT OF OTHER ITEMS MAY SO NECESSITATE.11. ALL COMPLETE AND PARTIAL PENETRATION WELDS WHICH ARE EXPOSED TO VIEW SHALL BE GROUND SMOOTH AND FLUSH WITH FINISH SURFACE OF STEEL. HOLES SHALL BE FILLED WITH WELD METAL AND SMOOTHED BY GRINDING OR FILING.12. FINISH GROOVE PREPARATION THERMAL CUTS BY GRINDING.13. WELDS SHALL BE TERMINATED AT THE END OF A JOINT IN A MANNER THAT WILL ENSURE SOUND WELDS. THIS SHALL BE DONE BY USE OF EXTENSION BARS AND RUN OFF TABS IF NECESSARY.14. TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, A HAND HELD CALIBRATED AMP AND VOLT METER SHALL BE USED. AMPERAGE AND VOLTAGE SHALL BE MEASURED AT THE ARC WITH THIS EQUIPMENT. TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THE ELECTRODE MANUFACTURER'S RECOMMENDATIONS AND WITH THE APPROVED WELDING PROCEDURE SPECIFICATION.SCOPE OF WORKTHE SCOPE OF WORK OF THIS PROJECT CONSISTS OF SEISMIC RETROFIT OF A STEEL MOMENT FRAME BUILDING, A STEEL BRACED FRAME BUILDING, AND STRUCTURAL MODIFICATIONS TO ACCOMMODATE TENANT IMPROVEMENTS.AS-BUILT CONDITIONS1. CONTRACTOR MUST FULLY MEASURE THE (E) STRUCTURE BEFORE FABRICATING/CUTTING ANY NEW STEEL MEMBERS TO BE INSTALLED INTO THE STRUCTURE PER THESE DRAWINGS.2. ALL NEW STEEL MEMBERS MUST BE FABRICATED/CUT TO THE ACTUAL AS-BUILT STRUCTURE DIMENSIONS IN ORDER TO ASSURE PROPER FIT-UP AND INSTALLATION AS SHOWN IN THE CONNECTION, SUPPORT AND OTHER DETAILS SHOWN ON THE DRAWINGS.3. MODIFICATION OF THE DESIGN OR DETAILS SHOWN ON THE DRAWINGS IN ORDER TO ACCOMMODATE IMPROPER FIT-UP DUE TO LACK OF AS-BUILT MEASUREMENTS AND/OR FABRICATION ERRORS WILL NOT BE ALLOWED AND WILL BE THE BASIS FOR REJECTION OF THE INSTALLATION.TOLERANCE1. PERMITTED TOLERANCE SHALL BE ACCORDING CALIFORNIA BUILDING CODE.STEEL DECK1. STEEL DECK SHALL BE MANUFACTURED BY VERCO MANUFACTURING CO. (IAPMO ER-2018) OR APPROVED EQUAL.2. STEEL DECK SHALL BE FORMED FROM STEEL PER ASTM A653 SS GRADE 50 (MIN.).3. STEEL DECK SHALL BE GALVANIZED G90 UNLESS OTHERWISE NOTED.4. FORM STEEL DECK UNITS IN LENGTHS TO SPAN 3 OR MORE SUPPORTS, WITH BUTTED OR NESTED 2" END LAPS, AND MINIMUM 2" ENDS BEARING ON SUPPORTING MEMBERS UNLESS OTHERWISE NOTED. 5. PUDDLE WELDS TO SECURE STEEL DECK TO SUPPORTING MEMBERS SHALL BE 3/4" VISIBLE DIAMETER FUSION WELDS UNLESS OTHERWISE NOTED. 6. ALL WELDING SHALL CONFORM TO AWS AND SHALL BE PERFORMED BY CERTIFIED WELDERS USING E-70XX ELECTRODES.7. ALL WELDS OF STEEL DECK SHALL BE DE-SLAGGED AND CLEANED OF RUST SPOTS WITH A WIRE BRUSH AND SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT.FOUNDATIONS1. GEOTECHNICAL INVESTIGATION REPORTS: REFER TO NINYO & MOORE GEOTECHNICAL & ENVIRONMENTAL SCIENCES CONSULTANTSGEOTECHNICAL EVALUATION, SAFETY CENTER RENOVATION2560 ORION WAY, CARLSBAD, CALIFORNIANINYO & MOORE PROJECT NUMBER: 108715003, DATED AUGUST 16, 2019GEOTECHNICAL EVALUATION, CARLSBAD SAFETY CENTER SEISMIC RETROFIT2560 ORION WAY, CARLSBAD, CALIFORNIANINYO & MOORE PROJECT NUMBER: 108715011, DATED AUGUST 14, 20202. THE CONTRACTOR SHALL COMPLY WITH ALL RECOMMENDATIONS OF THE GEOTECHNICAL REPORT, INCLUDING THOSE FOR OVER-EXCAVATION, BACKFILL, ENGINEERED FILL, TEMPORARY EXCAVATIONS AND SHORING.3. A COPY OF THE GEOTECHNICAL REPORT SHALL BE MAINTAINED ON-SITE BY THE GENERAL CONTRACTOR AND BY EACH SUBCONTRACTOR PERFORMING WORK RELATED TO SOILS, FOUNDATIONS SLABS-ON-GRADE, BASEMENT WALLS AND RETAINING WALLS.4. NEW SLAB-ON -GRADE SHALL BE BUILT ON UNDISTURBED SOIL, OR COMPACTED FILL MATERIAL.5. COMPACTED FILL MATERIAL SHALL BE PLACED AT A MINIMUM OF 90% OF THE MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED IN ACCORDANCE WITH ASTM D1557. THE COMPACTION SHALL BE VERIFIED BY SPECIAL INSPECTION PER THE T10 FORM.GENERAL1. REFER TO PROJECT SPECIFICATIONS FOR PROJECT REQUIREMENTS.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF WORK AREA DURING CONSTRUCTION PERIOD.THE CONTRACTOR SHALL PROTECT ADJACENT PROPERTY AND UTILITIES IN ACCORDANCE WITH ALL NATIONAL, STATE, AND LOCAL SAFETY ORDINANCES.3. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED SUBJECT TO PRIOR REVIEW BY THE ENGINEER. 4. THE CONTRACTOR SHALL SUPERVISE, DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES. THE SUPPORTING SERVICES BY THE ENGINEER, WHETHER PERFORMED PRIOR TO, DURING, OR AFTER CONSTRUCTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH CONTRACT DRAWINGS AND PROJECT SPECIFICATIONS; BUT THEY DO NOT GUARANTEE THE CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSIDERED AS SUPERVISION OF CONSTRUCTION.5. SHOP DRAWINGS REQUIRED BY THE PROJECT SPECIFICATIONS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO FABRICATION. SHOP DRAWINGS WILL BE REJECTED FOR INCOMPLETENESS, LACK OF CALCULATIONS (IF REQUIRED) OR CHANGES WITHOUT PRE-APPROVAL. ALL STRUCTURAL CALCULATIONS AND DRAWINGS AS PART OF THE SHOP DRAWINGS SUBMITTAL SHALL BE SIGNED AND STAMPED BY A CALIFORNIA REGISTERED ENGINEER.6. ANY PARTS OF WORK AREA WHICH ARE TO BE BARRICADED OR SEALED TO NON-CONSTRUCTION INDIVIDUALS MUST BE COORDINATED WITH AND APPROVED BY THE OWNER BEFORE PROCEEDING WITH THE WORK.7. THE CONTRACTOR SHALL EXERT EVERY EFFORT TO PREVENT DUST AND CONSTRUCTION DEBRIS FROM CONTAMINATING THE WORK AREA. THESE EFFORTS SHALL INCLUDE BUT NOT BE LIMITED TO PROVIDING A DAILY CLEANUP OF THE CONSTRUCTION AREA. THE CONTRACTOR SHALL REFER TO THE PROJECT SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.8. THE CONTRACTOR SHALL EXERT EVERY EFFORT TO MINIMIZE THE CONSTRUCTION NOISE AND DISTURBANCE DURING CONSTRUCTION. 9. THE CONTRACTOR SHALL BE RESPONSIBLE TO SECURE THE CONSTRUCTION SITE10. CUTTING, BORING, SAW-CUTTING OR DRILLING THROUGH THE STRUCTURAL MEMBERS OTHER THAN THOSE DETAILED ON APPROVED STRUCTURAL DRAWINGS SHALL NOT BE DONE WITHOUT THE ENGINEER'S PRIOR REVIEW AND APPROVAL.11. THE CONTRACTOR SHALL:A. CHECK ALL DIMENSIONS.B. BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. ALL DISCREPANCIES SHALL BE CALLED TO THE ATTENTION OF THE ENGINEER AND SHALL BE RESOLVED BEFORE PROCEEDING WITH THE WORK. 12. ALL CONSTRUCTION AND WORKMANSHIP, INCLUDING MATERIALS, SHALL CONFORM TO THESE DRAWINGS AND THE CBC.13. GOVERNING CODE AUTHORITY: CITY OF CARLSBAD BUILDING DEPARTMENT. 14. COMPLY FULLY WITH ALL CODES HAVING JURISDICTION OVER THE WORK. IF ANY WORK SHOWN OR INDICATED ON THE DRAWINGS IS IN CONFLICT WITH ANY CODE HAVING JURISDICTION, BRING IT TO THE ATTENTION OF THE OWNER PRIOR TO THE COMMENCEMENT OF ANY WORK WHICH WOULD BE AFFECTED BY IT.15. WHERE NOT INDICATED OTHERWISE, THE LATEST EDITION OF ALL CITED DOCUMENTS SHALL GOVERN.THE TERM CBC IN THESE DRAWINGS MEANS 2019 CALIFORNIA BUILDING CODE, CALIFORNIA CODE OF REGULATIONS, TITLE 24, ALL PARTS AND VOLUMES.16. ALL INFORMATION, DIMENSIONS, AND ELEVATIONS SHOWN OR NOTED TO EXISTING STRUCTURE ARE BASED ON BEST INFORMATION CURRENTLY AVAILABLE AT THE TIME OF THE PREPARATION OF THESE DRAWINGS. NO WARRANTY IS IMPLIED AS TO THE ACCURACY OF EXISTING CONDITIONS. THE CONTRACTOR SHALL REFER TO THE ORIGINAL CONSTRUCTION DOCUMENTS FOR INFORMATION REGARDING EXISTING CONSTRUCTION AND SHALL FIELD VERIFY ALL CONDITIONS. IF CONDITIONS BECOME APPARENT WHICH DIFFER FROM THE CONDITIONS SHOWN HEREIN, THEY SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER. HOWEVER, ANY SIGNIFICANT CONFLICTS SHALL BE RESOLVED AS NOTED.17. DIMENSIONS: DIMENSIONS TAKE PRECEDENCE OVER SCALE OF DRAWING. RELY ON WRITTEN DIMENSIONS GIVEN AND FIELD VERIFICATION. IF DISCREPANCIES ARE FOUND, NOTIFY THE OWNER BEFORE THE COMMENCEMENT OR RESUMPTION OF WORK. IF NO DIMENSION ARE GIVEN, NOTIFY THE OWNER FOR CLARIFICATIONS. ALL NOTIFICATIONS SHALL BE BY "RFI".18. CONDITIONS NOTED AS "EXISTING" OR (E) ARE TO REMAIN U.N.O. PROTECT AS REQUIRED. "EXISTING" CONSTRUCTION REMOVED BY THE CONTRACTOR FOR ANY REASON SHALL BE REPLACED TO MATCH EXISTING AT NO ADDITIONAL COST TO THE OWNER. ALL MATERIALS, FEATURES OR CONDITIONS NOT SPECIFICALLY IDENTIFIED AS "EXISTING" OR (E) ARE CONSIDERED NEW WORK AND ARE PART OF THE PROJECT SCOPE OF WORK.19. ALL EXISTING CONDITIONS, WHETHER OR NOT SPECIFICALLY NOTED ON THE DRAWINGS, SHALL BE VERIFIED PRIOR TO THE COMMENCEMENT OF ANY WORK. DO NOT PROCEED WITH ANY ITEM OR WORK THAT IS REASONABLY QUESTIONABLE WITHOUT ADVISING THE OWNER. OBTAIN DIRECTION FROM THE OWNER AS TO HOW TO PROCEED. SUBMIT ALL QUESTIONS ON "RFI" FORM.20. ANY DISCREPANCIES FOUND IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION PRIOR TO COMMENCING ANY WORK.21. THE CONTRACTOR IS FULLY AND SOLELY RESPONSIBLE FOR ALL SHORING REQUIRED IN ORDER TO SAFELY ACHIEVE THE FINAL CONSTRUCTION SHOWN ON THE DRAWINGS. THIS INCLUDES, BUT IS NOT LIMITED TO, ANY TYPES OF SHORING REQUIRED FOR SOILS EXCAVATION AND BACKFILL WORK; SUPPORT OF STRUCTURAL ELEMENTS UNTIL THEY HAVE ACHIEVED THE NECESSARY STRENGTH TO PERFORM IN THE FINAL POSITION AND MANNER SHOWN ON THE DRAWINGS; AND SUPPORT OF STRUCTURAL ELEMENTS THAT ARE MODIFIED AND TTHEREBY REDUCED IN STRENGTH IN ANY WAY DURING CONSTRUCTION AS REQUIRED TO ACHIEVE THE FINAL CONSTRUCTION AS SHOWN ON THE DRAWINGS. ALL SHORING CALCULATIONS AND DRAWINGS SHALL BE STAMPED BY A CALIFORNIA REGISTERED ENGINEER AND SUBMITTED FOR REVIEW PRIOR TO PERFORMING THE WORK.22. LOCATE ALL EMBEDDED ITEMS, REINFORCING STEEL AND TENDONS USING NON-DESTRUCTIVE MEANS PRIOR TO DRILLING OR CORING. DO NOT DAMAGE EMBEDDED ITEMS WITHOUT APPROVAL BY THE STRUCTURAL ENGINEER.23. THE CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION ON THE SEISMIC-FORCE-RESISTING SYSTEM SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM.DEFERRED APPROVALSCONTRACTOR SHALL OBTAIN A COMPLETE DESIGN PERFORMED BY A CALIFORNIA REGISTERED STRUCTURAL ENGINEER FOR THE FOLLOWING ITEMS:• SEISMIC BRACING OF MECHANICAL, ELECTRICAL, PLUMBING, AND FIRESPRINKLER DISTRIBUTION SYSTEMS IN ACCORDANCE WITH S600 - S615CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATEDESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS001GENERAL NOTESCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-20201 04/14/21 CONSTRUCTION CHANGE 01104-09-2021CONSTRUCTION CHANGE 0104.12.2104.14.21 POWER DRIVEN FASTENERS (LOW VELOCITY)1. USE HILTI LOW-VELOCITY X-U UNIVERSAL POWDER DRIVEN FASTENERS (ICC ESR-2269) OR APPROVED EQUAL POWER DRIVEN FASTENERS AND FOLLOW THE MANUFACTURER'S RECOMMENDATIONS FOR ANCHORING SYSTEM UNLESS OTHERWISE NOTED.2. POWER DRIVEN FASTENERS MAY BE USED FOR SHEAR LOADS AND THEY MAY BE USED IN TENSION TO SUPPORT LOADS LESS THAN 100 POUNDS FOR MINOR LOADS LIKE ACOUSTICAL CEILINGS, DUCT WORK, CONDUIT, ETC. ANY POWDER DRIVEN FASTENER MUST HAVE ICC APPROVAL FOR THE TYPE OF CONCRETE USED ON THE JOB. POWDER DRIVEN FASTENER MAY NOT BE USED IN CONCRETE CURBS.3. THE ALLOWABLE LOADS SHALL BE 100 POUNDS OR 80% OF ICC APPROVED VALUES, WHICHEVER IS LESS. QUALIFICATION FOR USE OF ALL POWER ACTUATED TOOLS MUST MEET ANSI A10.3 STANDARD AS REQUIRED BY THE MANUFACTURER AND ALL OSHA REQUIREMENTS.4. POWER DRIVEN FASTENERS SHALL NOT BE USED FOR BRACING WIRES.5. TESTING - THE OPERATOR, TOOL, AND FASTENER SHALL BE PRE-QUALIFIED BY THE PROJECT INSPECTOR. HE SHALL OBSERVE THE TESTING OF THE FIRST 10 FASTENER INSTALLATIONS. A TEST "PULL-OUT" LOAD OF NOT LESS THAN TWICE THE DESIGN LOAD SHALL BE APPLIED TO THE FASTENERS IN SUCH A MANNER AS NOT TO RESIST THE SPALLING TENDENCY OF THE CONCRETE SURROUNDING THE FASTENERS. THEREAFTER, RANDOM TESTS UNDER THE PROJECT INSPECTOR'S SUPERVISION SHALL BE MADE OF APPROXIMATELY 1 IN 10 FASTENERS. IF ANY FASTENER FAILS TESTING, TEST ALL FASTENERS OF THE SAME CATEGORY NOT PREVIOUSLY TESTED UNTIL TWENTY (20) CONSECUTIVE PASS, THEN RESUME THE INITIAL TESTING FREQUENCY.STEEL STUDS, JOISTS AND ACCESSORIES1. STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE MANUFACTURED BY MEMBERS OF THE SUPREME STEEL FRAMING SYSTEM ASSOCIATION (SSFSA) (IAPMO ER-313) OR APPROVED EQUAL WITH CURRENT ICC ES OR IAPMO EVALUATION REPORT, U.N.O..2. STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE FORMED FROM STEEL WITH A MINIMUM YIELD STRESS OF 50 KSI FOR 16 GAUGE AND HEAVIER ITEMS, OR 33 KSI FOR 18 GAUGE AND LIGHTER ITEMS.3. STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A653, G60, UNLESS OTHERWISE NOTED.4. ALL WELDS OF GALVANIZED STEEL STUDS, JOISTS AND ACCESSORIES SHALL BE TOUCHED UP WITH A ZINC-RICH PAINT.5. SELF-DRILLING/SELF-TAPPING SHEET METAL SCREWS (SMS) SHALL BE HILTI SELF-DRILLING SCREWS MANUFACTURED BY HILTI, INC. (ICC-ESR-2196), OR APPROVED EQUAL. SMS SHALL BE #10 MINIMUM AND SHALL PROTRUDE THROUGH THE ATTACHED MEMBERS THREE FULL THREADS, (1/4" MIMIMUM), BEYOND THE BACKSIDE OF THE ATTACHED MEMBERS . SPACING AND EDGE DISTANCE NOT LESS THAN 3 x d (d = NOMINAL SCREW DIAMETER).6. PENETRATION OF SCREWS THROUGH JOINED MATERIALS SHALL NOT BE LESS THAN 3 EXPOSED THREADS. SCREWS SHALL BE INSTALLED AND TIGHTENED IN ACCORDANCE WITH SCREW MANUFACTURER'S RECOMMENDATIONS.7. SHEET METAL WELDING SHALL BE PERFORMED IN ACCORDANCE WITH AWS D1.3. ELECTRODES SHALL CONFORM TO AWS A5.1 OR A5.5 AND TABLE 5.2 OF AWS D1.3.STUD AND JOIST PROPERTIES SHALL BE AS FOLLOWS:GAUGE YIELD STRESS SIZE DESCRIPTION Sxe (IN.3) Ixe (IN.4)18 33 KSI3 5/8 362S162-43 0.372 0.7104 400S162-43 0.417 0.8926 600S162-43 0.767 2.3168 800S162-43 1.019 4.50016 50 KSI3 5/8 362S200-54 0.553 1.0304 400S200-54 0.549 1.2926 600S200-54 1.015 3.3198 800S200-54 1.499 6.57310 1000S200-54 1.705 10.76912 1200S200-54 2.073 16.33414 50 KSI4 400S200-68 0.751 1.5896 600S200-68 1.317 4.10112 50 KSI6 600S200-97 1.871 5.6128 800S200-97 2.801 11.20310 1000S200-97 3.741 19.33612 1200S200-97 4.660 30.175TRACK PROPERTIES SHALL BE AS FOLLOWS:GAUGE YIELD STRESS SIZE DESCRIPTION Sxe (IN.3) Ixe (IN.4)18 33 KSI3 5/8 362T200-43 0.270 0.6494 400T200-43 0.311 0.8116 600T200-43 0.565 2.0768 800T200-43 0.676 4.04316 50 KSI3 5/8 362T200-54 0.345 0.8324 400T200-54 0.397 1.0376 600T200-54 0.717 2.6418 800T200-54 0.871 5.14914 50 KSI4 400T200-68 0.549 1.4126 600T200-68 0.973 3.54012 50 KSI6 600T200-97 1.568 5.5588 800T200-97 2.347 10.833AUTOMATIC END WELDED STUDS1. MATERIAL:A. AUTOMATIC END WELDED STUDS SHALL BE NELSON GRANULAR FLUX FILLED SHEAR CONNECTOR OR ANCHOR STUDS (ICC ESR-2856), OR APPROVED EQUAL.B. STUDS SHALL BE MANUFACTURED OF C-1015 COLD ROLLED STEEL WHICH CONFORMS TO A.S.T.M. SPECIFICATION A-108.2. INSTALLATION:A. THE STUDS SHALL BE AUTOMATICALLY END WELDED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS IN SUCH A MANNER AS TO PROVIDE COMPLETE FUSION BETWEEN THE END OF THE STUD AND THE PLATE. THERE SHOULD BE NO POROSITY OR EVIDENCE OF LACK OF FUSION BETWEEN THE WELDED END OF THE STUD AND THE PLATE. THE STUD SHALL DECREASE IN LENGTH DURING WELDING APPROXIMATELY 1/8" FOR 5/8" AND UNDER, AND 3/16" FOR OVER 5/8" DIAMETER. WELDING SHALL BE DONE ONLY BY QUALIFIED WELDERS APPROVED BY THE WELDING INSPECTOR.3. INSPECTION AND TESTS:A. INSPECTION, IN ACCORDANCE WITH CBC 2019, SECTION 1705A.2.5 OF ALL THE SHOP AND FIELD WELDING OPERATIONS FOR THE AUTOMATIC END WELDED STUDS SHALL BE MADE BY A QUALIFIED WELDING INSPECTOR. THE TYPE AND CAPACITY OF THE WELDING EQUIPMENT SHALL BE IN ACCORDANCE WELDING INSPECTOR.B. AT THE BEGINNING OF EACH DAY'S WORK, A MINIMUM OF TWO TEST STUD WELDS SHALL BE MADE WITH THE EQUIPMENT TO BE USED TO METAL WHICH IS THE SAME AS THE ACTUAL WORK PIECE. THE TEST STUDS SHALL BE SUBJECTED TO A 90° BEND TEST BY STRIKING THEM WITH A HEAVY HAMMER. AFTER THE ABOVE TEST, THE WELD SECTION SHALL NOT EXHIBIT ANY TEARING OR CRACKING.C. TESTING OF END-WELDED STUDS SHALL BE IN ACCORDANCE WITH CBC 2019 SECTION 2213A.2 PART 2, TITLE 24.NON-SHRINK GROUT1. NON-SHRINK GROUT SHALL BE SIKA SIKAGROUT 212, OR APPROVED EQUAL.2. SURFACE PREPARATION SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS. PROPER SURFACE CLEANING AND MOIST CURING ARE ESSENTIAL.3. FOR POURABLE GROUT, CONSTRUCT FORMS TO RETAIN GROUT WITHOUT LEAKAGE. FORMS SHALL BE LINED OR COATED WITH BOND-BREAKER FOR EASY REMOVAL.4. NON-SHRINK GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 7,000 PSI AT 28 DAYS.5. GROUT SHALL BE NON-SHRINK GROUT UNLESS OTHERWISE NOTED. 6. REPAIR OF UNUSED CORED OR DRILLED HOLES MAY BE FILLED WITH NON-SHRINK GROUT AT CONCRETE WITH PRIOR APPROVAL OF SEOR. FINISH SURFACE TO MATCH THE ADJACENT CONDITION.STRUCTURAL OBSERVATION1. THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD REGISTERED/LICENSED IN THE STATE OF CALIFORNIA WHO IS RESPONSIBLE FOR THE STRUCTURAL DESIGN, TO DO STRUCTURAL OBSERVATION.2. THE STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN ACCORDANCE WITH CBC 2019, SECTION 1704. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE ELEMENTS AND CONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES AND THE COMPLETE STRUCTURE FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED OF THE PROJECT INSPECTOR, DEPUTY INSPECTOR, SPECIAL INSPECTOR OR CITY INSPECTOR.3. STRUCTURAL OBSERVER OF RECORD : RAMI ELHASSAN, 39304. THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE CONSTRUCTION THAT ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR UNCOVERING OF THE WORK INVOLVED. AT A MINIMUM, THE FOLLOWING SIGNIFICANT CONSTRUCTION STAGES REQUIRE A SITE VISIT AND AN OBSERVATION REPORT FROM THE STRUCTURAL OBSERVER.CONSTRUCTION STAGE ELEMENTS / CONNECTIONS TO BE OBSERVED.5. STRUCTURAL OBSERVATION: ALL STRUCTURAL OBSERVATIONS SHALL BE DOCUMENTED, AND SHALL BE STAMPED AND SIGNED BY THE STRUCTURAL OBSERVER OF RECORD.6. OBSERVED DEFICIENCIES: ANY OBSERVED DEFICIENCIES SHALL BE DESCRIBED ON THE FORM; THE OBSERVER SHALL ALSO INDICATE WHETHER A RE-OBSERVATION IS REQUIRED TO VERIFY CORRECTIVE ACTIONS HAVE BEEN PROPERLY TAKEN OR THAT THE CORRECTIVE ACTIONS ARE DEEMED VERIFIABLE BY THE SPECIAL INSPECTOR OR CITY INSPECTOR PRIOR TO INSPECTION APPROVAL.MASONRY1. MASONRY (ASSEMBLY OF MASONRY UNITS, MORTAR, AND GROUT) SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1,500 PSI. SPECIAL INSPECTION IS REQUIRED UNLESS OTHERWISE NOTED AND SHALL BE COMMON BOND CONSTRUCTION. COMPLY WITH ACI 530.2. MASONRY UNITS SHALL BE GRADE N-1 MEDIUM WEIGHT UNIT CONFORMING TO ASTM C90 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 1,900 PSI. USE DOUBLE OPEN END, BOND BEAM UNITS UNLESS OTHERWISE NOTED.3. MORTAR SHALL BE TYPE S CEMENT LIME MORTAR WITH A MINIMUM COMPRESSIVE STRENGTH OF 1,800 PSI.4. GROUT SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.5. AGGREGATES SHALL CONFORM TO ASTM C144 FOR MORTAR AND ASTM C404 FOR GROUT. 6. GROUT ALL CELLS SOLID. GROUT SHALL BE CONSOLIDATED BY MECHANICAL VIBRATION DURING PLACEMENT BEFORE LOSS OF PLASTICITY IN A MANNER TO FILL THE GROUT SPACE. 7. THE SPACE BETWEEN MASONRY UNIT SURFACES AND REINFORCING STEEL SHALL BE A MINIMUM OF ONE BAR DIAMETER OF REINFORCEMENT.8. NO PIPES OR DUCTS SHALL BE PLACED IN MASONRY WALLS UNLESS SPECIFICALLY NOTED OR DETAILED IN THE STRUCTURAL DRAWINGS.9. ELECTRICAL CONDUIT MAY BE ROUTED IN CMU WALLS AS FOLLOWS:A. MAXIMUM SIZE AND QUANTITY OF CONDUIT PER CELL (EXCEPT AT JUNCTION BOXES) SHALL BE ONE -1" DIAMETER OR 2 - 3/4" DIAMETER (BUNDLED TOGETHER).B. CONDUIT SHALL NOT BE PLACED IN A MASONRY CELL CONTAINING REINFORCING.C. CONDUIT/PIPE/SLEEVES SHALL NOT BE PLACED IN THE PILASTER OR COLUMNS.D. CONDUIT SHALL BE PLACED AT THE CENTERLINE OF THE WALL.E. CONDUIT, PIPE, AND SLEEVES IN MASONRY SHALL BE NO CLOSER THAN 3 DIAMETERS ON CENTER.10. ALL STRUCTURAL MASONRY WORK SHALL BE CONTINUOUSLY INSPECTED DURING LAYING AND GROUTING BY SPECIAL INSPECTOR SPECIFICALLY APPROVED BY THE ENFORCEMENT AGENCY FOR THAT PURPOSE.11. MAXIMUM HEIGHT OF POUR IN ONE DAY = 12'-0".12. SHOP DRAWINGS FOR REINFORCING STEEL SHALL INCLUDE PLACEMENT PLANS AND SECTIONS REFERENCED TO THE BAR LISTS. THE PLANS AND SECTIONS SHALL BE ADEQUATE TO DEFINE ALL BAR LOCATIONS. DO NOT REPRODUCE THE CONTRACT DRAWINGS.REINFORCING STEEL1. ALL CONCRETE SHALL BE REINFORCED. REINFORCING STEEL SHALL BE NEW DEFORMED STEEL BARS CONFORMING TO ASTM A615, GRADE 60 UNLESS OTHERWISE NOTED.2. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND FIRMLY SUPPORTED DURING CONCRETE POUR.3. COMPLETE REINFORCING STEEL PLACEMENT DRAWINGS SHALL BE PREPARED IN ACCORDANCE WITH ACI 315 BY THE CONTRACTOR AND REVIEWED BY THE ENGINEER AND SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO THE PLACING OF CONCRETE.4. ANCHOR BOLTS, DOWELS AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS PLACED.5. ALL REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A706, GRADE 60. DEFORMATIONS SHALL BE IN ACCORDANCE WITH ASTM A615. 6. ALL WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D1.4 AND SHALL BE PERFORMED BY CERTIFIED WELDERS USING AWS A5.5 E90XX (TABLE 5.1 AWS D1.4) LOW HYDROGEN MOISTURE RESISTING ELECTRODES UNLESS OTHERWISE NOTED.7. NO HEATING SHALL BE ALLOWED FOR BENDING OF REINFORCING STEEL UNLESS APPROVED BY THE ENGINEER.8. ALL MECHANICAL SPLICES SHALL BE APPROVED BY THE ENGINEER AND INSPECTED DURING CONSTRUCTION AND SHALL HAVE AN ICC-ES/IAPMO NUMBER.9. ALL REINFORCING STEEL INTERRUPTED BY STRUCTURAL STEEL SHALL TERMINATE WITHIN 1" OF STEEL SURFACE WITH A 90° STANDARD HOOK UNLESS OTHERWISE NOTED.10. ALL REINFORCING STEEL BENDS SHALL BE MADE COLD. RE-BENDING OR PREVIOUSLY BENT REINFORCING IS NOT PERMITTED.POST-INSTALLED ANCHORAGE INTO MASONRY1. POST-INSTALLED MECHANICAL ANCHORS INTO MASONRY SHALL BE SIMPSON WEDGE-ALL (ICC-ESR-1396), HILTI KWIK-BOLT 3 (ICC ESR-1385), OR EQUAL. INSTALL ANCHORS IN CONFORMANCE WITH THE ICC REPORT AND MANUFACTURER'S SPECIFICATIONS. COMPLY WITH ACI 530 AND CBC.2. ALL HOLES SHALL BE DRILLED PER MANUFACTURER'S RECOMMENDATIONS. CORE DRILLED HOLES ARE NOT PERMITTED.3. CONTRACTOR SHALL DETERMINE LOCATION OF EXISTING REINFORCING STEEL PRIOR TO DRILLING FOR ANCHORS, AND DRILL THE ANCHOR HOLES TO CLEAR THE REINFORCING STEEL PER THESE NOTES. NO REINFORCING STEEL SHALL BE NICKED, CUT OR DAMAGED IN ANY WAY. DAMAGED REINFORCING WILL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. IF THE LOCATION OF ANCHORS MUST BE MOVED SLIGHTLY TO ACCOMMODATE THE LOCATION OF EXISTING REINFORCING STEEL, THE CONTRACTOR SHALL PREPARED A SLIGHTLY MODIFIED DESIGN OF THE ITEM TO BE ANCHORED AND SUBMIT TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. THE MODIFIED DESIGN SUGGESTED BY THE CONTRACTOR SHALL INVOLVE THE ABSOLUTE MINIMUM RELOCATION OF ANCHORS TO MEET THE DETAILS AND REQUIREMENTS HEREIN, AND SHALL BE BASED ON A TEMPLATE BY THE CONTRACTOR WHICH ACCURATELY PORTRAYS THE POSITION OF THE ANCHORS.4. MAINTAIN A MINIMUM CLEARANCE OF 1-INCH BETWEEN THE REINFORCEMENT AND THE POST-INSTALLED ANCHOR.5. ANCHORS SHALL BE INSTALLED A MINIMUM OF 1-3/8 INCH FROM ANY VERTICAL MORTAR JOINT.6. ANCHOR LOCATIONS ARE LIMITED TO ONE PER MASONRY CELL, WITH A MINIMUM SPACING OF 8 INCHES ON CENTER.7. EMBEDMENT SHALL BE MEASURED FROM THE OUTSIDE FACE OF THE CONCRETE MASONRY UNIT.8. STAINLESS STEEL ANCHORS SHALL BE PROVIDED FOR EXTERIOR EXPOSURES.9. CONTINUOUS SPECIAL INSPECTION IS REQUIRED.TEST LOADS, EXPANSION BOLTS INTO MASONRY* ANCHORS MUST ATTAIN SPECIFIED TORQUE WITHIN ONE-HALF TURN OF THE NUT. 10. TEST POST-INSTALLAED ANCHORS IN MASONRY USING THE REQUIREMENTS FOR TEST LOADS, FREQUENCY, ACCEPTANCE CRITERIA AND PROCEDURE SET FORTH IN CBC 1910A.5. TEST LOADS SHALL BE IN ACCORDANCE WITH 1910A.5.4, METHOD 2 FOR ANCHORS OTHER THAN MECHANICAL ANCHORS WHICH ARE COVERED IN THE ABOVE TABLE.11. POST-INSTALLED ADHESIVE ANCHORS SHALL USE HILTI HIT HY 70 PER ICC ESR-2682 FOR ROD DIAMETERS LESS THAN 3/4".1/4"3/8"1/2"5/8"3/4"1.125"2"1.625"2.5"2.25"3.5"2.75"4"3.25"4.375"4"12"4"12"4"12"4"12"4"12"4"12"4"12"4"12"4"12"4"12"242 LB242 LB864 LB864 LB514 LB546 LB1252 LB1252 LB1004 LB1066 LB1448 LB1448 LB1302 LB1384 LB1998 LB2070 LB1658 LB1658 LB2632 LB2632 LB4 FT-LB15 FT-LB20 FT-LB65 FT-LB120 FT-LBANCHORDIAMETER(INCH)MIN. EMBED"A" (INCH)MIN. EDGEDISTANCE "B"(INCH)TEST - MIN.TENSIONLOAD (LBS)TEST -MIN. TORQUE(FT-LBS) *EXPANSION BOLTS IN CRACKED AND UNCRACKED CONCRETEADHESIVE ANCHOR SYSTEM FOR THREADED ROD OR REBAR IN CONCRETEACCEPTABLE PRODUCTSHILTI - KWIK BOLT TZSIMPSON - STRONG-BOLT 2BOLT DIAMETERINSTALLATION TORQUE (FT-LB)3/8"2 1/2"301/2"605/8"903/4"1504 1/2"5"ACCEPTABLE PRODUCTSICC-ES EVALUATION REPORTHILTI HIT - RE-500 V3THREAD RODDIAMETERMINIMUM EMBEDMENTDEPTH (U.N.O.)TESTING FORCE3/8" DIA3 1/2"3,400 LB1/2" DIA5,600 LB5/8" DIA9,300 LB3/4" DIA13,450 LB6"8"10"#3#4#5#6AN EQUIVALENT PRODUCT ACCEPTABLE TO ENGINEERAN EQUIVALENT PRODUCT ACCEPTABLE TO ENGINEER REBAR SIZEICC-ES EVALUATION REPORTESR-1917ESR-3037ESR-3814HILTI KWIK BOLT TZBOLT DIAMETEREFFECTIVE MIN. DEPTH(U.N.O.)INSTALLATION TORQUE (FT-LB)3/8" 2" 251/2"405/8"603/4"1104"4 3/4"SIMPSON STRONG-TIE STRONG-BOLT 23 1/4"3 3/8"EFFECTIVE MIN. DEPTH(U.N.O.)CONCRETE ANCHORING SYSTEM FOR RODS AND REBARS1. ACCEPTANCE CRITERIA FOR POST INSTALLED ANCHORS SHALL BE BASED ON ICC-ESR OR MANUFACTURER'S WRITTEN INSTRUCTION. FIELD TEST SHALL SATISFY THE MINIMUM REQUIREMENTS PER CBC 2019, SECTION 1910A.5.5.2. THE CONTRACTOR SHALL FOLLOW THE ICC-ES REPORT FOR ROD AND REBAR INSTALLATION AT EXISTING CONCRETE.3. HOLES SHALL BE DRILLED ACCORDING TO THE ANCHORING SYSTEM'S REFERENCED ICC-ES REPORT. MEASURES SHALL BE TAKEN TO AVOID DAMAGING EXISTING REINFORCING DURING ANCHOR INSTALLATION. TRIAL HOLES ± 1/2" APART MAY BE REQUIRED WHEN EXISTING REINFORCEMENT IS ENCOUNTERED. UNUSED HOLES SHALL BE FILLED WITH NON-SHRINK GROUT.4. DRILLED HOLE SHALL BE CLEANED WITH A BRUSH AND OIL FREE COMPRESSED AIR.5. WHILE ATTACHING STEEL MEMBERS TO THE CONCRETE USING ANCHORS, INSTALL ANCHORS BEFORE DRILLING THE HOLES AT ATTACHED STEEL MEMBERS. THE HOLES AT STEEL MEMBERS SHALL MATCH THE LOCATION OF INSTALLED ANCHORS. 6. WHILE ANCHORING STEEL MEMBERS AGAINST CONCRETE, PROVIDE LOCK-WASHER AND NUT AT EACH ANCHOR ROD.7. THE EMBEDMENT OF POST-INSTALLED ANCHORS SPECIFIED IN THE INDIVIDUAL DRAWING DETAILS SHALL GOVERN OVER THE MINIMUM EMBEDMENTS SHOWN IN THE TABLES BELOW. WHERE THE INDIVIDUAL DRAWING DETAIL SPECIFIES A CERTAIN PRODUCT AND THE CONTRACTOR WISHES TO USE AN ACCEPTABLE ALTERNATTIVE PRODUCT, THE EMBEDMENT DEPTH FOR THAT ALTERNATIVE PRODUCT SHALL BE INCREASED AS REQUIRED BEYOND SHOWN FOR THE SPECIFIED PRODUCT IN ORDER TO ACHIEVE THE SAME CAPACITIES IN SHEAR AND TENSION AS PUBLISHED IN THE ICC-ESR REPORT FOR THE PRODUCT AND EMBEDMENT DEPTH SPECIFIED IN THE DETAIL. IF EMBEDMENT DEPTH OF THE SPECIFIED PRODUCT MUST BE INCREASED TO MATCH THE CAPACITIES OF THE PRODUCT SPECIFIED IN THE DETAIL, THE LIMITATION ON CONCRETE THICKNESS SPECIFIED IN THE ICC-ESR REPORT FOR THE ALTERNATIVE PRODUCT MAY NOT BE VIOLATED. THE EMBEDMENT DEPTH FOR THE ALTERNATIVE PRODUCT MAY NOT BE LESSENED BELOW THE VALUE SHOWN IN THE DETAIL.8. BOLTS AND ANCHORS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S002GENERAL NOTESCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 STRUCTURAL OBSERVATION PROGRAM1.STRUCTURAL OBSERVATION IS REQUIRED FOR THE STRUCTURAL SYSTEM IN ACCORDANCE WITH THE CBC 2019, SECTION1704.6. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION AT THE CONSTRUCTION SITE OF THE ELEMENTS ANDCONNECTIONS OF THE STRUCTURAL SYSTEM AT SIGNIFICANT CONSTRUCTION STAGES, AND THE COMPLETE STRUCTURE FORGENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS. STRUCTURAL OBSERVATION DOES NOT INCLUDE ORWAIVE THE RESPONSIBILITY FOR THE INSPECTIONS IN SECTION 110 OR THE SPECIAL INSPECTIONS IN 1705 OR OTHER SECTIONSOF THIS CODE.2.THE OWNER SHALL EMPLOY A STATE OF CALIFORNIA REGISTERED CIVIL OR STRUCTURAL ENGINEER OR LICENSED ARCHITECTTO PERFORM THE STRUCTURAL OBSERVATION. THE COUNTY OF ORANGE DEPARTMENT OF BUILDING AND SAFETY REQUIRES THEUSE OF THE ENGINEER OR ARCHITECT, OR HIS/HER DESIGNEE RESPONSIBLE FOR THE STRUCTURAL DESIGN WHO AREINDEPENDENT OF THE CONTRACTOR.NAME OF SE: RAMI M. ELHASSAN3.THE STRUCTURAL OBSERVER SHALL PROVIDE EVIDENCE OF EMPLOYMENT BY THE OWNER OR THE OWNER'S REPRESENTATIVE.A LETTER FROM THE OWNER, THE OWNER'S REPRESENTATIVE, OR A COPY OF THE AGREEMENT FOR SERVICES SHALL BE SENTTO THE BUILDING INSPECTOR BEFORE THE FIRST SITE VISIT.4.THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE AND CALL FOR A MEETING BETWEEN THE ENGINEER ORARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTEDSUBCONTRACTORS AND DEPUTY INSPECTORS. THE PURPOSE OF THE MEETING SHALL BE TO IDENTIFY THE MAJOR STRUCTURALELEMENTS AND CONNECTIONS THAT AFFECT THE VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEWSCHEDULING OF THE REQUIRED OBSERVATIONS. A RECORD OF THE MEETING SHALL BE INCLUDED IN THE FIRST OBSERVATIONREPORT SUBMITTED TO THE BUILDING INSPECTOR.5.THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE WORK THAT ALLOWFOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR UNCOVERING OF THE WORK INVOLVED. AT A MINIMUM,THE LISTED SIGNIFICANT CONSTRUCTION STAGES ON THE "STRUCTURAL OBSERVATION/SIGNIFICANT CONSTRUCTION STAGES"FORM REQUIRE A SITE VISIT AND AN OBSERVATION REPORT FROM THE STRUCTURAL OBSERVER.6.THE STRUCTURAL OBSERVER SHALL PREPARE A REPORT OF THE "STRUCTURAL OBSERVATION REPORT FORM" FOR EACHSIGNIFICANT STAGE OF CONSTRUCTION OBSERVED. THE ORIGINAL OF THE STRUCTURAL OBSERVATION REPORT SHALL BE SENTTO THE BUILDING INSPECTOR'S OFFICE AND SHALL BE SIGNED AND SEALED (WET STAMP) BY THE RESPONSIBLE STRUCTURALOBSERVER OF RECORD. ONE COPY OF THE OBSERVATION REPORT SHALL BE ATTACHED TO THE APPROVED PLANS. THE COPYATTACHED TO THE PLANS SHALL BE SIGNED AND SEALED (WET STAMP) BY THE RESPONSIBLE STRUCTURAL OBSERVER OR THEIRDESIGNEE. COPIES OF THE REPORT SHALL ALSO BE GIVEN TO THE OWNER, CONTRACTOR, AND DEPUTY INSPECTOR. ANYDEFICIENCY NOTED ON THE OBSERVATION REPORT WILL BECOME THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER ORARCHITECT OF RECORD TO VERIFY ITS COMPLETION BY THE STRUCTURAL OBSERVER.CONSTRUCTION STAGE ELEMENTS / CONNECTIONS TO BE OBSERVED:A. FOUNDATION: DEPTH AND WIDTH OF FOOTING, REINFORCING PLACEMENT, SIZE AND GRADE OF REINFORCING STEEL. B. DIAPHRAGMS: STEEL DECK: DECK PROFILE & GAUGE, DECK WELDING, DECK SIDE LAP CONNECTION. C. STEEL MOMENT FRAMES: WELDED HAUNCH AND WELDED FLANGE PLATE MOMENT CONNECTIONS, BASE PLATE CONNECTIONS, LATERAL BRACING OF MOMENT FRAME BEAMS & DRAG CONNECTIONS. D. STEEL CANTILEVER COLUMN FRAMES: BASE PLATE CONNECTIONS. E. MASONRY WALLS: WALL REINFORCING, SIZE AND GRADE OF REINFORCING STEEL, LEDGER BOLTS AND EMBEDS PRIOR TO GROUTING WALLS.F. STEEL BRACDED FRAMES: WELDED BRACE FRAME CONNECTIONS, EXTENDED AND STRENGTHENED BASE PLATES, STEEL BASE PLATE ANCHORAGE WITH EPOXY DOWELS, LATERAL BRACING OF STEEL BEAMS, WELDED DRAG CONNECTIONS.7.A FINAL OBSERVATION REPORT MUST BE SUBMITTED WHICH SHOWS THAT ALL OBSERVED DEFICIENCIES WERE RESOLVED ANDSTRUCTURAL SYSTEM GENERALLY CONFORMS WITH THE APPROVED PLANS AND SPECIFICATIONS. THE CITY OF CARLSBADDEPARTMENT OF BUILDING AND SAFETY WILL NOT ACCEPT THE STRUCTURAL WORK WITHOUT THE FINAL OBSERVATION REPORTAND THE CORRECTION OF SPECIFIC DEFICIENCIES NOTED DURING NORMAL BUILDING INSPECTION.8.THE STRUCTURAL OBSERVER OF RECORD SHALL PROVIDE THE ORIGINAL STAMPED AND SIGNED "STRUCTURAL OBSERVATIONREPORT FORM" TO THE CITY OF CARLSBAD DEPARTMENT OF BUILDING AND SAFETY BUILDING INSPECTOR.9.THE ENGINEER OR ARCHITECT OF RECORD SHALL DEVELOP ALL CHANGES RELATING TO THE STRUCTURAL SYSTEMS. THEBUILDING DEPARTMENT SHALL REVIEW AND APPROVE ALL CHANGES TO THE APPROVED PLANS AND APPROVE ALL CHANGES TOTHE APPROVED PLANS AND SPECIFICATIONS.10.AT THE CONCLUSION OF THE WORK INCLUDED IN THE PERMIT, THE STRUCTURAL OBSERVER OF RECORD SHALL SUBMIT TO THEBUILDING OFFICIAL A WRITTEN STATEMENT THAT THE SITE VISITS HAVE BEEN MADE AND IDENTIFY ANY REPORTED DEFICIENCIESTHAT, TO THE BEST OF THE STRUCTURAL OBSERVER'S KNOWLEDGE HAVE NOT BEEN RESOLVED.1.COMPLETE AND PARTIAL JOINT PENETRATION GROOVE WELDS5.INSPECTION OF WELDING:a.STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:X--XAWS D1.3,SDI QA/QC1705A.2.1,1750A.2.5b.REINFORCING STEEL:1.VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHERTHAN ASTM A706.-XX2.REINFORCING STEEL RESISTING FLEXURAL AND AXIAL FORCEINTERMEDIATE AND SPECIAL MOMENT FRAMES , AND BOUNDARYELEMENTS OF SPECIAL STRUCTURAL WALLS OF CONCRETE ANDSHEAR REINFORCEMENT.-X4.OTHER REINFORCING STEEL.6.INSPECTION OF STEEL FRAME JOINT DETAILS FOR COMPLIANCE:AWS D1.4,ACI 318:18.2.8,25.5.7.4,26.6.4.1a.DETAILS SUCH AS BRACING AND STIFFENING.-Xb.MEMBER LOCATIONS.c.APPLICATION OF JOINT DETAILS AT EACH CONNECTION.1705A.2.1VERIFICATION AND INSPECTIONCONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTIONREFERENCESTANDARDaCBCREFERENCEa1.MATERIAL VERIFICATION OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS:a.IDENTIFICATION MARKINGS TO CONFORM TO ASTM STANDARDSSPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS.2.INSPECTI0N OF HIGH-STRENGTH BOLTING:-Xb.MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.a.SNUG-TIGHT JOINTS.b.PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUTWITH MATCHMARKING, TWIST-OFF BOLT OR DIRECT TENSIONINDICATOR METHODS OF INSTALLATION.3.MATERIAL IDENTIFICATION AND TESTING OF STRUCTURAL STEEL AND COLD-FORMED STEEL DECK:a.FOR STRUCTURAL STEEL, IDENTIFICATION MARKINGS TO CONFORMTO AISC 360.b.FOR OTHER STEEL, IDENTIFICATION MARKINGS TO CONFORM TOASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTIONDOCUMENTS.4.MATERIAL IDENTIFICATION OF WELDING CONSUMABLES AND TESTING OF WELDED ELEMENTS:-----RCSC: 1.5,AISC 360: A3.3, J3.1 &APPLICABLE ASTMMATERIAL STANDARDS2202A.1AISC 360: A3.1APPLICABLE ASTMMATERIAL STANDARDSc.MANUFACTURER'S CERTIFIED TEST REPORTS.-a.IDENTIFICATION MARKINGS TO CONFORM TO AWS SPECIFICATION INTHE APPROVED CONSTRUCTION DOCUMENTS.-AISC 360: A3.5 & N3.2AND APPLICABLE AWSA5 DOCUMENTSb.MANUFACTURER'S CERTIFICATE OF COMPLIANCE REQUIRED.-CBC 2019 TABLE 1705A.2.1: REQUIRED SPECIAL INSPECTION AND TEST OF STEEL CONSTRUCTION3.SINGLE-PASS FILLET WELDS >5/16"2.MULTIPASS FILLET WELDS.4.PLUG AND SLOT WELDSCBC 2019TABLE 1705.6: SPECIAL INSPECTIONS AND TESTS OF SOILSVERIFY MATERIAL BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TOACHIEVE THE DESIGN BEARING CAPACITY.VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVEREACHED PROPER MATERIAL.PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILLMATERIALS.PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE ANDVERIFY THAT SITE HAS BEEN PREPARED PROPERLY.VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESSESDURING PLACEMENT AND COMPACTION OF COMPACTED FILL.CONTINUOUSSPECIAL INSPECTIONX-PERIODICALLYSPECIAL INSPECTIONXXXX----X6.FLOOR AND ROOF DECK WELDS.5.SINGLE-PASS FILLET WELDS<5/16"-3.SHEAR REINFORCEMENT-X-XVERIFICATION AND INSPECTION TASKXXXXXXXXCBC 2019 TABLE 1705.3: REQUIRED SPECIAL INSPECTIONS AND TESTS OF CONCRETE CONSTRUCTION1.INSPECT REINFORCEMENT INCLUDING PRESTRESSING TENDONS, ANDVERIFY PLACEMENT.2.REINFORCING BAR WELDING:a.VERIFY WELDABILITY OF REINFORCING BARS OTHER THAN ASTMA706.b.INSPECT SINGLE-PASS FILLET WELDS, MAXIMUM5/16" ; ANDc.INSPECT ALL OTHER WELDS.4.INSPECT ANCHORS POST-INSTALLED IN HARDENED CONCRETEMEMBERS.a.ADHESIVE ANCHORS INSTALLED IN HORIZONTAL OR UPWARDLYINCLINED ORIENTATIONS TO RESIST SUSTAINED TENSION LOADS.b.MECHANICAL ANCHORS AND ADHESIVE NOT DEFINED IN 4.a.ACI 318 Ch. 20,25.2, 25.3,26.6.1-26.6.36.PRIOR TO CONCRETE PLACEMENT,FABRICATE SPECIMENS FORSTRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, ANDDETERMINE THE TEMPERATURE OF THE CONCRETE.7.INSPECT CONCRETE FOR PROPER APPLICATION TECHNIQUES.8.VERIFY MAINTENANCE OF SPECIFIED CURING TEMPERATURE ANDTECHNIQUES.-X-X-X-XXXAWS D1.4,ACI 318: 26.6.4ACI 318: 17.8.21908.4--1904.1, 1904.2,1908.2, 1908.3ACI 318: Ch. 19,26.4.3., 26.4.4ASTM C172,ASTM C 31ACI 318: 26.5,26.12ACI 318:26. 5ACI 318:26.5.3-26.5.51908.101908.6, 1908.7,1908.8TYPECONTINUOUSSPECIALINSPECTIONPERIODICSPECIALINSPECTIONREFERENCESTANDARDaIBCREFERENCE10.INSPECT ERECTION OF PRECAST CONCRETE MEMBERS.XX--ACI 318: 26.10-1908.93.INSPECT ANCHORS CAST IN CONCRETE.9.INSPECT PRESTRESSED CONCRETE FOR:a.APPLICATION OF PRESTRESSING FORCES, ANDb.GROUTING OF BONDED PRESTRESSING TENDONDS.X--XX-X-5.VERIFY USE OF REQUIRED DESIGN MIX.ACI 318: Ch. 26.9X--XACI 318: 17.8.2ACI 318: 17.8.2.412.INSPECT FORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THECONCRETE MEMBER BEING FORMED.11.VERIFY IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING TENDONSIN POST-TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORESAND FORMS FROM BEAMS AND STRUCTURAL SLABS.a.WHERE APPLICABLE, SEE ALSO CBC SECTION 1705.12, SPECIAL INSPECTIONS FOR SEISMIC RESISTANCE.b. SPECIFIC REQUIREMENTS FOR SPECIAL INSPECTION SHALL BE INCLUDED IN THE RESEARCH REPORT FOR THE ANCHOR ISSUED BY AN APPROVED SOURCE IN ACCORDANCE WITH 17.8.2. IN ACI318 OR OTHER QUALIFICATIONS PROCEDURES. WHERE SPECIFIC REQUIREMENTS ARE NOT PROVIDED, SPECIAL INSPECTION REQUIREMENTS SHALL BE SPECIFIED BY THE REGISTERED DESIGN PROFESSIONAL AND SHALL BE APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCEMENT OF THE WORK.c. INSTALLATION OF ALL ADHESIVE ANCHORS IN HORIZONTAL AND UPWARDLY INCLINED POSITION SHALL BE PERFORMED BY AN ACI/CRSI CERTIFIEDADHESIVE ANCHOR INSTALLER, EXCEPT WHERE THE FACTORED DESIGN TENSION ON THE ANCHORS IS LESS THAN 100 POUNDS AND THOSE ANCHORS ARE CLEARLY NOTED ON THE APPROVED CONSTRUCTION DOCUMENTS OR WHERE THE ANCHORS ARE SHEAR DOWELS ACROSS COLD JOINTS IN SLAB ON GRADE WHERE THE SLAB IS NOT A PART OF THE LATERAL FORCE-RESISTING SYSTEM.X--ACI 318: 26.11.2ACI 318:26.11.1.2 (b)XRCSC: 1.5, & 2.1;AISC 360: A3.3 & N3.2-c.TESTING OF HIGH-STRENGTH BOLTS, NUTS AND WASHERS.--RCSC: 7.2, APPLICABLEASTM MATERIALSTANDARDS2213A.1c.PRETENSIONED AND SLIP-CRITICAL JOINTS USING TURN-OF-NUTWITHOUT MATCHMARKING OR CALIBRATED WRENCH METHODS OFOF INSTALLATION.RCSC: 7-9,AISC 360: J3.1, J3.2,M2.5, & N5.61705A.2.6,2204A.2X-2202A.12202A.12202A.1AISC 360: A3.1 & N3.2d.TESTING OF UNIDENTIFIED STEEL.--2202A.1APPLICABLE ASTMMATERIAL STANDARDSc.NONDESTRUCTIVE TESTING OF WELDED JOINTS.--AISC 360: N3.2AISC 360: N5.5--XX---AISC 360:J2, M2.4 & M4.5AWS D1.1AWS D1.81705A.2.1,1750A.2.2,1750A.2.5-X7.END-WELDED STUDS.AWS D1.11705A.2.5,2213A.2-X8.WELDED SHEET STEEL FOR COLD-FORMED FRAMING MEMBERSAWS D1.31705A.2.5,1750A.2.4.1-X5.TEST OF REINFORCING BARS.1705A.3.1,1903A.81910A.2--XXAISC 360:N5.8-STRUCTURAL TESTS AND INSPECTION1.STRUCTURAL TESTS AND INSPECTIONS SHALL BE ACCORDING TO 2019 CALIFORNIA BUILDING CODE, CHAPTER 4 OF THE CALIFORNIA ADMINISTRATIVE CODE FOR ESSENTIAL SERVICES BUILDINGS, AND PROJECT SPECIFICATIONS.2.THE CONTRACTOR SHALL COORDINATE THE WORK AND SCHEDULE WITH THE OWNERS INSPECTOR TO ASSURE THAT ADEQUATENOTICE IS GIVEN FOR INSPECTION TO OCCUR WHILE MAINTAINING PROJECT SCHEDULE.3.CONTINUOUS OR PERIODIC INSPECTION BY THE PROJECT OR SPECIAL INSPECTOR HIRED BY THE OWNER ARE REQUIRED FORTHE FOLLOWING TYPES OF WORK WHERE OCCURS:A.CONCRETEB.REINFORCING STEELC.BOLTS INSTALLED IN CONCRETED.STRUCTURAL WELDINGE.WELDING OF STEEL DECKF.HIGH-STRENGTH BOLTINGG.STRUCTURAL MASONRYH.POST INSTALLED ANCHORSI.FIRE PROOFINGJ.COLD-FORMED STEEL LIGHT-FRAME CONSTRUCTION4.THE TESTING TORQUES FOR POST-INSTALLED ANCHORS SHALL BE BASED ON THE MANUFACTURER'S RECOMMENDEDINSTALLATION TORQUE AS APPROVED IN AN ICC-ES EVALUATION REPORT UNLESS OTHERWISE NOTED. (CONFORM TOREQUIREMENTS OF CBC 2019, SECTION 1910A.5.4).5.THE TESTING FORCES FOR POST-INSTALLED ADHESIVE ANCHORS SHALL BE BASED ON ONE AND A QUARTER (1¼) TIMES THEMAXIMUM DESIGN STRENGTH OF ANCHORS AS PROVIDED IN AN APPROVED TEST REPORT USING CRITERIA ADOPTED IN THISCODE OR DETERMINED IN ACCORDANCE WITH CHAPTER 17 OF ACI 318. TENSION TEST LOAD NEED NOT EXCEED 80 PERCENT OFTHE NOMINAL YIELD STRENGTH OF THE ANCHOR ELEMENT (=0.8Asefya). (CONFORM TO REQUIREMENTS OF CBC 2019, SECTION1910A.5.4)6.ACCEPTANCE CRITERIA FOR POST INSTALLED ANCHORS SHALL BE BASED ON ICC-ESR OR MANUFACTURER'S WRITTENINSTRUCTION. FIELD TEST SHALL SATISFY THE MINIMUM REQUIREMENTS PER CBC 2019, SECTION 1910A.5.57.ALL SPECIAL/DEPUTY INSPECTION REPORTS AND TESTS SHALL INCLUDE: JOB NAME AND JOB NUMBER, SITE LOCATION, PLANPAGE AND DETAILS, ANY RFI , AND CODE REFERENCES.8.CONCRETE STRENGTH TEST REPORTS SHALL BE SUBMITTED TO THE ENGINEER.VERIFICATION OFf'mANDf'AAC IN ACCORDANCE WITH SPECIFICATION ARTICLE 1.4 B PRIOR TO CONSTRUCTIONAND FOR EVERY 5,000 SQ. FT. (465 SQ. M.) DURING CONSTRUCTIONCONTINUOUSPERIODICTMS 402 /ACI 530/ASCE 51.VERIFY COMPLIANCE THE THE APPROVED SUBMITTALSb.GRADE, TYPE, AND SIZE OF REINFORCEMENT AND ANCHOR BOLTS,AND PRESTRESSING TENDONS AND ANCHORAGESXSEC. 6.1c.PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTARJOINTSTABLE 3.1.3: LEVEL C QUALITY ASSURANCEMINIMUM TESTSVERIFICATION OF SLUMP FLOW AND VISUAL STABILITY INDEX (VSI) AS DELIVERED TO THE PROJECT SITE IN ACCORDANCE WITHSPECIFICATION ARTICLE 1.5.B.1.b.3 FOR SELF CONSOLIDATING GROUTVERIFICATION OF PROPORTIONS OF MATERIALS IN PREMIXED OR PREBLENDED MORTAR, PRESTRESING GROUT, AND GROUTOTHER THAN SELF-CONSOLIDATING GROUT, AS DELIVERED TO THE PROJECT SITEMINIMUM SPECIAL INSPECTIONINSPECTION TASKFREQUENCY(a)REFERENCE FOR CRITERIATMS 602 /ACI 530.1/ASCE 62.VERIFY THAT THE FOLLOWING ARE IN COMPLIANCE:a.PROPORTIONS OF SITE-MIXED MORTARS, GROUT ANDPRESTRESSING GROUT FOR BONDED TENDONSd.PLACEMENT OF REINFORCEMENT, CONNECTORS, ANDPRESTRESSING TENDONS AND ANCHORAGESe.GROUT SPACE PRIOR TO GROUTINGf.PLACEMENT OF GROUT AND PRESTRESSING GROUT FOR BONDEDTENDONSg.SIZE AND LOCATION OF STRUCTURAL ELEMENTSh.TYPE, SIZE, AND LOCATION OF ANCHORS INCLUDING OTHERDETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS,FRAMES, OR OTHER CONSTRUCTIONi.WELDING OF REINFORCEMENTSEC. 8.1.6.7.2,9.3.3.4 (c),11.3.3.4 (b)j.PREPARATION, CONSTRUCTION, AND PROTECTION OF MASONRYDURING COLD WEATHER (TEMPERATURE BELOW (4.4°C)) OR HOTWEATHER (TEMPERATURE ABOVE 90°F (32.2°C))k.APPLICATION AND MEASUREMENT OF PRESTRESSING FORCEl.PLACEMENT OFAACMASONRY UNITS AND CONSTRUCTION OFTHIN-BED MORTAR JOINTSm.PROPERTIES OF THIN-BED MORTAR FORAACMASONRY3.OBSERVE PRAPARATION OF GROUT SPECIMENS, MORTAR SPECIMENS,AND/OR PRISMSXXART. 1.5ART. 2.1, 2.6 A, 2.6 B,2.6 C,2.4 G1.BART. 2.4, 3.4ART. 3.3 BXXSEC. 6.1, 6.2.1, 6.2.6,6.2.7XXXXXXXXXSEC. 1.2.1(e),6.1.4.3, 6.2.1ART. 3.2 E, 3.4,3.6 AART. 3.2 D, 3.2 FART. 3.5, 3.6 CART. 3.3 FART. 1.8 C, 1.8 DART. 3.6 BART. 3.3 B.9,3.3 F.1.bART. 2.1 C.1ART. 1.4 B.2.a.3,1.4 B.2.b.3, 1.4 B.2.c.3,1.4 B.3, 1.4 B.4(a) FREQUENCY REFERS TO THE FREQUENCY OF SPECIAL INSPECTION, WHICH MAY BE CONTINUOUS DURING THE TASK LISTED OR PERIODICDURING LISTED TASK, AS DEFINED IN THE TABLE.a. Where applicable, see section 1705a.12, Special resistance for seismic resistance.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S003GENERAL NOTESCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-20201 04/14/21 CONSTRUCTION CHANGE 01104-09-2021CONSTRUCTION CHANGE 0104.14.21 TABLE 4. LOCATION AND FREQUENCIES OF BOLTING INSPECTIONSMATERIAL IDENTIFICATION (TYPE / GRADE)QAVISUAL INSPECTION TASKS BEFORE WELDINGQCTASKDOC.TASKDOC.OO--WELDER IDENTIFICATION SYSTEMOO--FIT-UP OF GROVE WELDS (INCLUDING JOINT GEOMETRY)-JOINT PREPARATION-DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)-CLEANLINESS (CONDITION OF STEEL SURFACE)-TACKING (TACK WELD QUALITY AND LOCATION)-BACKING TYPE AND FIT (IF APPLICABLE)VISUAL INSPECTION TASKS DURING WELDINGQAQCTASKDOC.TASKDOC.VISUAL INSPECTION TASK AFTER WELDINGWELD CLEANEDQAQCTASKDOC.TASKDOC.OO--CONFIGURATION AND FINISH OF ACCESS HOLESOO--FIT-UP OF FILLET WELDS-DIMENSIONS (ALIGNMENT, GAPS AT ROOT)-CLEANLINESS (CONDITION OF STEEL SURFACES)-TACKING (TACK WELD QUALITY AND LOCATION)**FOLLOWING PERFORMANCE OF THIS INSPECTION TASK FOR TEN WELDS TO BE MADE BY AGIVEN WELDER, WITH THE WELDER DEMONSTRATING UNDERSTANDING OF REQUIREMENTS ANDPOSSESSION OF SKILLS AND TOOLS TO VERIFY THESE ITEMS, THE PERFORM DESIGNATION OFTHIS TASK SHALL BE REDUCED TO OBSERVE, AND THE WELDER SHALL PERFORM THIS TASK.SHOULD THE INSPECTOR DETERMINE THAT THE WELDER HAS DISCONTINUED PERFORMANCE OFTHIS TASK, THE TASK SHALL BE RETURNED TO PERFORM UNTIL SUCH TIME AS THE INSPECTORHAS RE-ESTABLISHED ADEQUATE ASSURANCE THAT THE WELDER WILL PERFORM THEINSPECTION TASKS LISTED.WPS FOLLOWED-SETTINGS ON WELDING EQUIPMENT-TRAVEL SPEED-SELECTED WELDING MATERIALS-SHIELDING GAS TYPE / FLOW RATE-PREHEAT APPLIED-INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)-PROPER POSITION (F, V, H, OH)-INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVEDUSE OF QUALIFIED WELDERSCONTROL AND HANDLING OF WELDING CONSUMABLES-PACKAGING-EXPOSURE CONTROLENVIRONMENT CONDITIONS-WIND SPEED WITHIN LIMITS-PRECIPITATION AND TEMPERATUREWELDING TECHNIQUES-INTERPASS AND FINAL CLEANING-EACH PASS WITHIN PROFILE LIMITATIONS-EACH PASS MEETS QUALITY REQUIREMENTSNO WELDING OVER CRACKED TACKSSIZE, LENGTH, AND LOCATION OF WELDSWELDS MEET VISUAL ACCEPTANCE CRITERIA-CRACK PROHIBITION-WELD/BASE-METAL FUSION-CRATER CROSS-SECTION-WELD PROFILES AND SIZE-UNDERCUT-POROSITYPLACEMENT OF REINFORCING OR CONTOURING FILLET WELDS (IF REQUIRED)BACKING REMOVED, WELD TABS REMOVED AND FINISHED, AND FILLETWELDS ADDED (IF REQUIRED)REPAIR ACTIVITIESPPDDPPDDPPDDPP-DOO--PP--P/O**O--P/O**OOO--OO--OO--OOOO--TABLE 6. LOCATION AND FREQUENCIES OF BOLTING INSPECTIONSPROPER BOLT SELECTED FOR THE JOINT DETAILQAINSPECTION TASK PRIOR TO BOLTINGQCTASKDOC.TASKDOC.OO--PROPER BOLTING PROCEDURE SELECTED FOR JOINT DETAILOO--CONNECTING ELEMENTS ARE FABRICATED PROPERLY, INCLUDING THEAPPROPRIATE FAYING SURFACE CONDITION AND HOLE PREPARATION, IFSPECIFIED, MEETS APPLIABLE REQUIREMENTSOO--PRE-INSTALLATION VERIFICATION TESTING BY INSTALLATION PERSONNELOBSERVED FOR FASTENER ASSEMBLIES AND METHODS USED.PODDPROPER STORAGE PROVIDED FOR BOLTS, NUTS, WASHERS, AND OTHERFASTENER COMPONENTS.INSPECTION TASK DURING BOLTINGQAQCTASKDOC.TASKDOC.FASTENER ASSEMBLIES PLACED IN ALL HOLES AND WASHERS (IF REQUIRED)ARE POSITIONED AS REQUIRED.JOINT BOUGHT TO A SNUG TIGHT CONDITION PRIOR TO PRETENSIONINGOPERATION.FASTENER COMPONENT NOT TURNED BY THE WRENCH PREVENTED FROMROTATING.BOLTS ARE PRETENSIONED PROGRESSING SYSTEMATICALLY FROM MOSTRIGID POINT TOWARD FREE EDGESINSPECTION TASK AFTER BOLTINGDOCUMENTS ACCEPTED AND REJECTED CONNECTIONSQAQCTASKDOC.TASKDOC.PPDDOO--OO--OO--OO--OTHER INSPECTION TASKQAQCTASKDOC.TASKDOC.REDUCED BEAM SECTION (RBS) REQUIREMENTS, IF APPLICABLE-CONTOUR AND FINISH-DIMENSION TOLERANCESTABLE 5. LOCATION AND FREQUENCIES OF OTHER INSPECTIONSPROTECTED ZONE -NO HOLES AND UNAPPROVED ATTACHMENTS MADE BYFABRICATOR OR ERECTOR, AS APPLICABLEPPDDPPDDREVIEW NDT AND DEPUTY INSPECTION REPORTS FOR GENERAL COMPLIANCE.VERIFY THAT NO WELDED ATTACHMENTS OCCUR IN THE PLASTIC HINGING REGION.PRESENCE OF DOUBLER PLATES, AS REQUIRED ON THE PLANS.CONTOUR OF RBS PROFILE, IF APPLICABLE.CONFIGURATION AND FINISH OF WELD ACCESS HOLES, IF APPLICABLE.PRESENCE OF CONTINUITY PLATES, AS REQUIRED ON THE PLANS.REMOVAL OF RUNOFF TABS, AS REQUIRED ON THE PLANS.REMOVAL OF BACKING BARS, AS REQUIRED ON THE PLANS.ORIENTATION AND PLACEMENT OF CONNECTED COMPONENTS.STRUCTURAL OBSERVATION PROGRAM(STEEL MOMENT FRAME FOR SEISMIC APPLICATION)STRUCTURAL OBSERVATION FOR STEEL MOMENT FRAMEk-area1PPDD1WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEENPERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS WITHIN 3 IN.(75MM) OF THE WELD. THE VISUAL INSPECTION SHALL BE PERFORMED NO SOONER THAN 48HOURS FOLLOWING COMPLETION OF THE WELDING.TABLE 2. NON-DESTRUCTIVE TEST LOCATIONSCJP GROOVE WELDULTRASONIC TEST SHALL BE PERFORMED ON ALL CJP GROOVE WELDS INMATERIALS 5/16 INCH (8 MM) THICK OR GREATER. IN ADDITION, MAGNETICPARTICLE TEST SHALL BE PERFORMED ON ALL BEAM-TO-COLUMN CJPGROOVE WELDS.1."k" AREAWHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES, OR STIFFENERSHAS BEEN PERFORMED IN THE K-AREA, THE WEB SHALL BE TESTED FORCRACKS USING MAGNETIC PARTICLE TESTING. THE MAGNETIC PARTICLE TESTAREA SHALL INCLUDE THE K-AREA BASE METAL WITHIN 3 IN. (75 MM) OF THEWELD.2.BEAM COPE AND ACCESS HOLEAT WELDED SPLICES AND CONNECTIONS, THERMALLY CUT SURFACES OFBEAM COPES AND ACCESS HOLES SHALL BE TESTED USING MAGNETICPARTICLE TESTING, WHEN THE FLANGE THICKNESS EXCEEDS 1-1/2 IN. (38 MM)FOR ROLLED SHAPES.REDUCED BEAM SECTION REPAIRMAGNETIC PARTICLE TESTING SHALL BE PERFORMED ON ANY WELD ANDADJACENT AREA OF THE RBS PLASTIC HINGE REGION THAT HAS BEENREPAIRED BY WELDING, OR ON THE BASE METAL OF THE RBS PLASTIC HINGEREGION IF A SHARP NOTCH HAS BEEN REMOVED BY GRINDING.BASE METAL LAMELLAR TEARING AND LAMINATIONS AT CJP GROOVE WELDBASE METAL THICKER THAN 1-1/2 IN. (38 MM) SHALL BE ULTRASONICALLYTESTED FOR DISCONTINUITIES BEHIND AND ADJACENT TO THE FUSION LINEWHEN THE BASE METAL IS LOADED IN TENSION IN THE THROUGH THICKNESSDIRECTION IN TEE AND CORNER JOINTS AND THE CONNECTED MATERIAL ISGREATER THAN 3/4 IN. (19 MM). ANY BASE METAL DISCONTINUITIES FOUNDWITHIN T/4 OF THE STEEL SURFACE SHALL BE ACCEPTED OR REJECTED ONTHE BASIS OF CRITERIA OF AWS D1.1 TABLE 6.2, WHERE T IS THE THICKNESSOF THE PART SUBJECTED TO THE THROUGH-THICKNESS STRAIN.END OF WELD AT WELD TAB REMOVAL SITEMAGNETIC PARTICLE TESTING SHALL BE PERFORMED ON THE END OF WELDSFROM WHICH THE WELD TABS HAVE BEEN REMOVED, EXCEPT FORCONTINUITY PLATE WELD TABS.3.4.5.6.BA*TEST FREQUENCYBBAREQUIRED LOCATIONSPJP GROOVE WELDULTRASONIC TESTING SHALL BE PERFORMED ON PJP GROOVE WELDS USED INCOLUMN SPLICES WITH AN EFFECTIVE THROAT OF 3/4 IN. (19.1 MM) THICK ORGREATER.7.BNDT TECHNICIAN(S)DEPUTY INSPECTOR(S)STRUCTURAL OBSERVER(S)NON-DESTRUCTIVE TESTING REPORTSDEPUTY INSPECTION REPORTSSTRUCTURAL OBSERVATION REPORTSTABLE 1. REPORTS TO BE SUBMITTED TO THE CITY BUILDING INSPECTOR1.2.3.PREPARED BYTYPE OF REPORTTABLE 3. NON-DESTRUCTIVE TEST FREQUENCYULTRASONIC TESTING (UT)MAGNETIC PARTICLE TESTING (MT)NOTES:1.REFER TO TABLE 2 FOR LOCATIONS OF NON-DESTRUCTIVE TESTING.2.REDUCTION OF PERCENTAGE OF ULTRASONIC TESTING:THE REDUCTION OF PERCENTAGE OF UT IS PERMITTED TO BE REDUCED IN ACCORDANCE WITH AISC360-16, SECTION N5.5E3.NO REDUCTION IS PERMITTED FOR DEMAND CRITICAL WELDS FOR ULTRASONIC TESTING.4.REDUCTION OF PERCENTAGE OF MAGNETIC PARTICLE TESTING:THE AMOUNT OF MT ON CJP GROOVE WELDS IS PERMITTED TO BE REDUCED IF APPROVED BY THEENGINEER OF RECORD AND THE AUTHORITY HAVING JURISDICTION. THE MT RATE FOR AN INDIVIDUALWELDER OR WELDING OPERATOR IS PERMITTED TO BE REDUCED TO 10%, PROVIDED THE REJECT RATE ISDEMONSTRATED TO BE 5% OR LESS OF THE WELDS TESTED FOR THE WELDER OR WELDING OPERATOR. ASAMPLING OF AT LEAST 20 COMPLETED WELDS FOR A JOB SHALL BE MADE FOR SUCH REDUCTIONEVALUATION. REJECT RATE IS THE NUMBER OF WELDS CONTAINING REJECTABLE DEFECTS DIVIDED BYTHE NUMBER OF WELDS COMPLETED.5.NO REDUCTION IS PERMITTED FOR WELDS IN THE K-AREA AT REPAIR SITES, BACKING REMOVAL SITES,AND ACCESS HOLES FOR MAGNETIC PARTICLE TESTING.NOTES:1)A, AND B ARE THE FREQUENCIES OF NON-DESTRUCTIVE TESTS LISTED IN TABLE 3.2)NON-DESTRUCTIVE TESTING OF WELDS SHALL BE PERFORMED BY QUALITY ASSURANCE PERSONNEL.3)UT SHALL BE PERFORMED ACCORDING TO PROCEDURES DESCRIBED IN.4)MT SHALL BE PERFORMED ACCORDING TO PROCEDURES DESCRIBED IN.* ULTRASONIC TEST ONLYFREQUENCY DESIGNATIONAB100% OF JOINTS0% OF JOINTS25% OF JOINTS100% OF JOINTSTHE FOLLOWING ENTRIES ARE USED ARE USED IN THE TABLES:-OBSERVE ( O )-THE INSPECTOR SHALL OBSERVE THESE FUNCTIONS ON A RANDOM, DAILY BASIS.WELDING OPERATIONS NEED NOT BE DELAYED PENDING OBSERVATIONS.-PERFORM ( P )-THESE INSPECTIONS SHALL BE PERFORMED PRIOR TO THE FINAL ACCEPTANCE OF THEITEM. WHERE A TASK IS NOTED TO BE PERFORMED BY BOTH QC AND QA, IT SHALL BEPERMITTED TO COORDINATE THE INSPECTION FUNCTION BETWEEN QC AND QA SOTHAT THE INSPECTIONS FUNCTIONS NEED BE PERFORMED BY ONLY ONE PARTY.WHERE QA IS TO RELY UPON INSPECTION FUNCTIONS PERFORMED BY QC, THEAPPROVAL OF THE ENGINEER OF RECORD AND THE AUTHORITY HAVING JURISDICTIONIS REQUIRED.-DOCUMENT ( D )-THE INSPECTOR SHALL PREPARE REPORTS INDICATING THAT THE WORK HAS BEENPERFORMED IN ACCORDANCE WITH CONTRACT DOCUMENTS. THE REPORT NEED NOTPROVIDE DETAILED MEASUREMENTS FOR JOINT FIT-UP, WPS SETTINGS, COMPLETEDWELDS, OR OTHER INDIVIDUAL ITEMS LISTED IN THE TABLES 4, 5 & 6. FOR SHOPFABRICATION, THE REPORT SHALL INDICATE THE PIECE MARK OF THE PIECEINSPECTED. FOR FIELD WORK, THE REPORT SHALL INDICATE THE REFERENCE GRIDLINES AND FLOOR OR ELEVATION INSPECTED. WORK NOT IN COMPLIANCE WITH THECONTRACT DOCUMENTS AND WHETHER THE NONCOMPLIANCE HAS BEENSATISFACTORILY REPAIRED SHALL BE NOTED IN THE INSPECTION REPORT.NOTES:1.WELD QUALITIES SHALL BE VERIFIED BY THE DEPUTY INSPECTOR.2.THE STRUCTURAL OBSERVATIONS LISTED IN THIS TABLE ARE IN ADDITION TO THE STRUCTURALOBSERVATIONS THAT MAY BE REQUIRED ON THE STRUCTURAL PLANS.BMATERIAL TESTINGCONCRETE1. CONTRACTOR SHALL OBTAIN AND TEST A MINIMUM OF THREE (3) CONCRETE SAMPLES FROM THE EXISTING CONCRETE GRADE BEAMS.2. CONTRACTOR SHALL COORDINATE LOCATION OF CONCRETE CORES WITH OWNER AND SEOR PRIOR TO EXTRACTING CORES.3. CONTRACTOR SHALL DETERMINE LOCATION OF EXISTING REINFORCING STEEL PRIOR TO CORING TO MINIMIZE DAMAGE TO THE EXISTING LOCATION. NO REINFORCING STEEL SHALL BE NICKED, CUT, OR DAMAGED IN ANY WAY; DAMAGED REINFORCING WILL BE REPLACED BY THE CONTRACTOR AT NO ADDITIONAL COST. 4. CONTRACTOR SHALL BE PATCH BACK CORES WITH HIGH STRENGTH NON-SHRINK GROUT.5. PRIOR TO PERFORMING DESTRUCTIVE COMPRESSIVE STRENGTH TESTS, THE TESTING CONTRACTOR SHALL DETERMINE THE DRY UNIT WEIGHT OF EACH OF THE CONCRETE CORE SAMPLES, TEST RESULTS SHALL BE REPORTED IN LBS/FT^3.6. CONTRACTOR SHALL PERFORM A COMPRESSIVE STRENGTH TEST FOR EACH CORE SAMPLE IN ACCORDANCE WITH ASTM C39, TEST RESULTS SHALL BE REPORTED IN PSI (TO THE NEAREST 10 PSI). CALCULATION OF COMPRESSIVE STRENGTH SHALL INCLUDE CORRECTIONS FOR SAMPLE ASPECT RATIO, DIAMETER, MOISTURE CONTENT AND OTHER VARIABLES. 7. A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE SEOR FOR REVIEW AND SHOULD INCLUDE THE FOLLOWING INFORMATION:• LOCATION OF CORE SAMPLE ON A BUILDING PLAN AND MEMBER CORE WAS TAKEN FROM, INCLUDING THE LOCATION ON THE MEMBER IT WAS TAKEN FROM (IE. DISTANCE FROM ENDS)• INFORMATION REGARDING THE PHYSICAL PROPERTIES OF THE CORE, SUCH AS DIAMETER (TO NEAREST 0.01 IN.), LENGTH OF CORE WHEN EXTRACTED AND AFTER IT IS TRIMMED AND CAPPED (TO NEAREST 0.01 IN.)• DETAILS OF ANY DEFECTS IN EITHER THE SPECIMEN OR THE CAPS• TYPE OF FRACTURE AT FAILURE; MOISTURE CONDITION AT THE TIME OF TESTING• NOMNAL MAXIMUM SIZE OF AGGREGATE• THE MEAN, STANDARD DEVIATION, AND COEFFICIENT OF VARIATION OF THE COMPRESSION TEST RESULTS8. ADDITIONAL CONCRETE TESTS SHALL BE REQUIRED IF THE COEFFICIENT OF VARIATION EXCEEDS 20%.9. SAMPLE ERROR SHALL BE CALCULATED BASED ON THE TEST RESULTS AND SHOULD NOT EXCEED 20%.STEEL REINFORCING1. CONTRACTOR SHALL OBTAIN AND TEST A MINIMUM OF THREE (3) SAMPLES OF EXISTING REINFORCING STEEL FROM CONCRETE GRADE BEAMS. REINFORCING STEEL SAMPLED SHALL BE NUMBER 7 OR GREATER IN SIZE.2. CONTRACTOR SHALL COORDINATE LOCATION OF REINFORCING STEEL TESTS WITH OWNER AND SEOR PRIOR TO EXTRACTING SAMPLES.3. DESCRIPTIONS OF THE SURFACE DEFORMATIONS AND MEASUREMENTS OF TESTING REINFORCING SAMPLES SHALL BE TAKEN PRIOR TO DESTRUCTIVE TESTING. DESCRIPTIONS SHALL BE COMPARED TO THE GUIDELINES SET IN ASTM A615.4. EXTRACTED STEEL REINFORCING SAMPLES SHALL CONFORM TO LENGTHS REQUIRED IN ASTM A370. REINFORCING STEEL TENSILE YIELD POINT SHALL BE DETERMINED FROM THE SAMPLES FOLLOWING THE REQUIREMENTS OF ASTM A370.5. NO REINFORCING BARS SHALL BE DAMAGED FURING HTE PROCESS OF ACQUIRING THE SAMPLES, OTHER THAN THE SAMPLE BAR ITSELF.6. REINFORCING STEEL CHEMICAL COMPOSITION AND CARBON EQUIVALENT SHALL BE DETERMINED FOLLOWING GUIDANCE OF ASTM A615 AND ASTM E180.7. REINFORCING STEEL REMOVED FRO TESTING SHALL BE REPLACED WITH A NEW PIECE OF REINFORCING STEEL OF EQUAL SIZE, LAP SPLICED WITH THE EXISTING REINFORCING BAR ON EITHER SIDE OF THE CUT.8. A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE SEOR FOR REVIEW AND SHOULD INCLUDE THE FOLLOWING INFORMATION:• LOCATION OR CORE SAMPLE ON A BUILDING PLAN AND MEMBER CORE WAS TAKEN FROM, INCLUDING THE LOCATION ON THE MEMBER IT WAS TAKEN FROM (IE. DISTANCE FROM ENDS)• INFORMATION REGARDING THE PHYSICAL PROPERTIES OF THE BAR, SUCH AS SIZE (DEFORMED BAR DESIGNATION NUMBER), LENGTH OF SAMPLE IN INCHES WHEN EXTRACTED, LENGTH OF SAMPLE USED IN THE TEST, AND GAGE LENGTH USED FOR TESTING.• DESCRIPTION OF MEASUREMENTS OF STEEL SURFACE DEFORMATIONS• STEEL YIELD STRENGTH AND ULTIMATE TENSILE STRENGTH IN PSI, ELONGATION AS A PRECENTAGE OF ORIGINAL LENGTH AT FAILURE OF SAMPLE. CHEMICAL COMPOSTION (PERCENTAGE OF CARBON, MANGANESE, PHOSPHORUS, AND SULFUR SHALL BE INCLUDED) AND CARBON EQUIVALENT (PERCENTAGE).STEEL REINFORCING1. CONTRACTOR SHALL TENSION TEST A MINIMUM OF THREE (3) CAST-IN-PLACE ANCHORS AT EXISTING BASE PLATES IN THE EOC WING.2. CONTRACTOR SHALL COORDINATE LOCATION OF ANCHORS TO BE TESTED WITH OWNER AND SEOR PRIOR TO PREFORMING TESTS.3. A MAXIMUM OF ONE (1) ANCHOR PER BASE PLATE SHALL BE TESTED USING A CONFINED TENSION TEST IN ACCORDANCE WITH ASTM E3121.4. ANCHORS SHALL BE TESTED TO A TENSION LOAD OF 7,600 POUNDS. CONTRACTOR SHALL ENSURE TENSION LOADS APPLIED TO ESISTING ANCHORS DO NOT GREATLY EXCEED THIS TEST LOAD. IF EXCESSIVE TENSION IS APPLIED TO AN EXISTING ANCHOR CAUSING DAMAGE TO THE ANCHOR OR SURROUNDING STRUCTURE. THE DAMAGED ELEMENTS SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST.5. SEE DETAILS PROVIDED IN THESE DRAWINGS FOR ADDITIONAL INFORMATION REGARDING THE EXISTING CAST-IN-PLACE ANCHORS AND REPAIR REQUIREMENTS AFTER TESTING PERFORMED.6. A REPORT OF THE TEST RESULTS SHALL BE SUBMITTED TO THE SEOR FOR REVIEW AND SHOULD INCLUDE THE FOLLOWING INFORMATION:• LOCATION OF TESTED ANCHOR ON A BUILDING PLAN AND BASE PLATE AT WHICH THE ANCHOR WAS TESTED.• INFORMATION REGARDING THE PHYSICAL PROPERTIES OF THE ANCHORS, SUCH AS DIAMETER (TO NEAREST 0.01 IN)• THE TENSION LOAD APPLIED TO THE ANCHOR, IN POUNDS.• ANY DEFORMATION OF THE ANCHOR OR CRACKING OBSERVED IN THE SURROUNDING CONCRETE DURING AND AFTER TESTING.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S004GENERAL NOTESCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-20201 04/14/21 CONSTRUCTION CHANGE 01104-09-2021CONSTRUCTION CHANGE 0104.14.21 ABBREVIATIONS@AT&ANDA.B.ANCHOR BOLTABV.ABOVEADD'L. (ADDL.)ADDITIONALADJ.ADJACENTALT.ALTERNATEALUM.ALUMINUMAPPRX. (APPROX.) APPROXIMATE(LY)ARCH. ARCHITECT(URAL)BLDG.BUILDINGBLKG.BLOCKINGBLW.BELOWBM.BEAMB.N.BOUNDARY NAILINGBNDRY.BOUNDARYB.O.C.BOTTOM OF CONCRETEB.O.F.BOTTOM OF FOOTINGBOT. (B)BOTTOMBRCG.BRACINGBRDG. BRIDGE (ING)BRG.BEARINGBTWN.BETWEENCAMB. (C)CAMBER(ED)CANT.CANTILEVER(ED)C.F.CUBIC FEET (FOOT)C.I.P.CAST-IN-PLACEC.I.D.H.CAST-IN-DRILLED HOLEC.J.CONTROL JOINT;CONSTRUCTION JOINTC.L. ( )CENTER LINECLG.CEILINGCLR.CLEARCOL.COLUMNCONC.CONCRETECONN.CONNECTIONCONST.CONSTRUCTIONCONT.CONTINUOUSC.P.COMPLETE-PENETRATIONCTSK.COUNTERSINKCTR.CENTER(ED)C.Y.CUBIC YARDdd PENNY NAILDBADEFORMED BAR ANCHORDBL.DOUBLEDEPT.DEPARTMENTD.F.DOUGLAS FIRDIA. (Ø)DIAMETERDIAG.DIAGONALDIAPH.DIAPHRAGMDIM.DIMENSIONDN.DOWNDODITTO (REPEAT)DWG. (DWGS.) DRAWING(S)DWL.DOWELEA.EACHE.F.EACH FACEE.J.EXPANSION JOINTEL.ELEVATIONELEC. ELECTRICALELEV.ELEVATOREMB. EMBED(MENT)E.N. EDGE NAILENG. ENGINEEREPSEXPANDED POLYSTYRENE(FOAM)EQ.EQUALEQPT.EQUIPMENTEQUIV.EQUIVALENTEXP.EXPANSIONEXIST. (E)EXISTINGEXT.EXTERIORFDN.FOUNDATIONFIN. FINISH(ED)FLR.FLOORF.N.FIELD NAIL; FACE NAILF.O.C.FACE OF CONCRETEF.O.M.FACE OF MASONRYF.O.S.FACE OF STUDF.O.W.FACE OF WALLF.P.FULL (COMPLETE) PENETRATIONFRPFIBER REINFORCED POLYMERF.S.FAR SIDEFT. (')FOOT (FEET)FTG.FOOTINGF.V.FIELD VERIFYGA.GAUGEGALV.GALVANIZE(D)GLB.GLUED LAMINATED BEAMGRD.GRADEGYP.GYPSUMKKIPS; 1000K.P.KING POSTLAT.LATERALL.B. LAG BOLTLB (#)POUNDL.F. LINEAL FEET (FOOT)LLHLONG LEG HORIZONTALLLVLONG LEG VERTICALLT. WT.LIGHT WEIGHTMAX.MAXIMUMM.B.MACHINE BOLTMECH.MECHANICALM.E.P.MECHANICAL, ELECTRICAL ANDPLUMBINGMEZZ.MEZZANINEMFR.MANUFACTURERMIN.MINIMUMMISC.MISCELLANEOUSMTL.METAL(N)NEWNO. (#)NUMBERN.S.NEAR SIDEN.T.S.NOT TO SCALEO/C (O.C.)ON CENTERO.D.OUTSIDE DIAMETERO.H.OPPOSITE HANDOPNG.OPENINGOPP.OPPOSITEORTHO.ORTHOGONALO.W.J.OPEN WEB JOISTPCPILE CAPPCF POUNDS PER CU.FT.PL.PLATEPLYWD. PLYWOODP.P.PARTIAL-PENETRATIONP.S.F.POUNDS PER SQUARE FOOTP.S.I.POUNDS PER SQUARE INCHPTPRETENSIONEDP.T. PRESSURE TREATEDQTY.QUANTITYRAD. (R)RADIUSRBSREDUCED BEAM SECTIONREF.REFERENCEREINF.REINFORCEMENT (ING)REQ'D. (REQD.) REQUIREDRF.ROOFR.O. ROUGH OPENINGS.A.D. SEE ARCHITECTURAL DRAWINGSSCSLIP-CRITICALS.C.D. SEE CIVIL DRAWINGSSCH. SCHEDULESEP.SEPARATIONSHT.SHEETSIM.SIMILARSKW.SKEW(ED)SLRSSEISMIC LOAD RESISTING SYSEMS.O.G.SLAB-ON-GRADESPEC.SPECIFICATIONSQ.SQUARESTSNUG-TIGHTENEDSTD.STANDARDSTAGG.STAGGER(ED)STIFF.STIFFENERSTIR.STIRRUPSTL.STEELSTRUC(T).STRUCTURALSUSP.SUSPENDEDSYMM.SYMMETRICALT&BTOP AND BOTTOMT&GTONGUE AND GROOVETEMP.TEMPORARYTHK.THICK(NESS)T.N.TOE NAILT.O.TOP OFT.O.C.TOP OF CONCRETET.O.S.TOP OF STEEL;TOP OF SHEATHINGT.O.W.TOP OF WALLTRANS.TRANSVERSET.S.G.TAPERED STEEL GIRDERTYP.TYPICALU.O.N. (U.N.O.) UNLESS OTHERWISE NOTEDUTIL.UTILITYHD.HOLDOWN; HANDHDR.HEADERHGR.HANGERHORIZ. (H)HORIZONTALH.S.HEADED STUDH.S.B.HIGH STRENGTH BOLTHT.HEIGHTI.D.INSIDE DIAMETERIN. (")INCH(ES)INFO.INFORMATIONJST.JOISTJT.JOINTVERT. (V)VERTICALV.I.F.VERIFY IN FIELDW/WITH(W)WIDE; WIDTHWD.WOODW.P.WORK POINTWT.WEIGHTW.W.F.WELDED WIRE FABRICX-STGEXTRA STRONGXX-STGDOUBLE EXTRA STRONGC&C COMPONENTS AND CLADDINGCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S005GENERAL NOTESCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20IDS - STRUCTURAL SHEET INDEXSHEET NUMBER SHEET NAMES001 GENERAL NOTESS002 GENERAL NOTESS003 GENERAL NOTESS004 GENERAL NOTESS005 GENERAL NOTESS101 TYPICAL CONCRETE DETAILSS102 TYPICAL STEEL DETAILSS103 TYPICAL MASONRY DETAILSS104 TYPICAL STEEL DECK DETAILSS200 STRUCTURAL OVERALL PLANS201 FOUNDATION PLANS201.1 FOUNDATION PLAN - EOC WINGS202 PARTIAL FOUNDATION PLANSS203 2ND FLOOR FRAMING PLANS204 ROOF FRAMING PLANS204.1 ROOF FRAMING PLAN - EOC WINGS205 PARTIAL ROOF FRAMING PLANSS206 GROUND FLOOR EQUIPMENT PLANS206.1 GROUND FLOOR EQUIPMENT PLAN - EOCS207 2ND FLOOR EQUIPMENT PLANS208 ROOF EQUIPMENT PLANS208.1 ROOF EQUIPMENT PLAN - EOC WINGS301 ELEVATIONSS302 ELEVATIONS - EOC WINGS303 ELEVATIONS - EOC WINGS400 FOUNDATION DETAILSS401 SECTIONS AND DETAILSS402 SECTIONS AND DETAILSS403 STEEL MOMENT FRAME DETAILSS404 PRECAST PANEL RETROFIT DETAILSS405 PRECAST PANEL RETROFIT DETAILSS406 PRECAST PANEL RETROFIT DETAILSS407 CANOPY DETAILSS408 RAISED ACCESS FLOOR DETAILSS409 EXISTING CEILING RETROFIT DETAILSS410 EXISTING CEILING & PARTITION RETROFIT DETAILSS411 FOUNDATION DETAILS - EOC WINGS412 STEEL DETAILS - EOC WINGS500 EQUIPMENT ANCHORAGE SCHEDULESS501 EQUIPMENT ANCHORAGE DETAILSS502 EQUIPMENT ANCHORAGE DETAILSS503 EQUIPMENT ANCHORAGE DETAILSS504 SUSPENDED EQUIPMENT DETAILSS600 OPM - SHEET 1S601 OPM - SHEET 2S602 OPM - SHEET 3S603 OPM - SHEET 4S604 OPM - SHEET 5S605 OPM - SHEET 6S607 OPM - SHEET 7S608 OPM - SHEET 8S609 OPM - SHEET 9S610 OPM - SHEET 10S611 OPM - SHEET 11S612 OPM - SHEET 12S613 OPM - SHEET 13S614 OPM - SHEET 14S615 OPM - SHEET 15DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-20201 04/14/21 CONSTRUCTION CHANGE 01104-09-2021CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S101TYPICAL CONCRETE DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 2CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS102TYPICAL STEEL DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-20201 04/14/21 CONSTRUCTION CHANGE 011104-09-2021CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S103TYPICAL MASONRY DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 3CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS104TYPICAL STEEL DECK DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 JJHHGGFFEEDDCCBBAAAAAA1122333.13.1445566778899101011111212131339' - 4 1/2"28' - 7 1/2"23' - 8"8' - 4"28' - 0"4' - 0"28' - 0"4' - 0"24' - 0"12' - 9 1/2"TYP.9' - 6"S2023S2029S2021S2052FDN.FRM.FDN.S2011S2031S2041S2051FDN.FRM.FDN.FRM.FRM.KKLL20' - 0"40' - 0"14151628' - 0"28' - 0"4' - 0"12' - 0"12' - 0"12' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"12' - 0"5' - 2"0' - 10"12' - 0"S201.11K.8K.8CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1" = 20'-0"S200STRUCTURAL OVERALL PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201" = 20'-0"1STRUCTURAL OVERALL PLANNOTES:1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.2. SEE MECH. DWGS. FOR EXACT LOCATION OF DUCT OPENINGS.5. SEE 'AS-BUILT CONDITIONS NOTES' ON S001-GENERAL NOTES.DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 JJHHGGFFEEDDCCBBAAAAAA1122333.13.14455667788991010111112121313(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W18X119(E) W18X119(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W18X119(E) W18X119(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W18X119(E) W18X119(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W18X119(E) W18X119(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W18X119(E) W18X119(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) W18X119(E) HSS6X6X5/16(E) HSS8X6X5/16(E) W18X119(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS4X4X1/4(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS4X4X1/47S4007S40024' - 0" +\-24' - 0" +\-24' - 0" +\-24' - 0" +\-24' - 0" +\-12' - 10" +\-5' - 2" +\-12' - 0" +\-0' - 10" +\-S2021(E) SLAB ON GRADE(E) HSS6x4x1/2TYP. (7) PLCS.-1'-0"S40812S3011S301WEST ELEVATIONSOUTH ELEVATION3S301EAST ELEVATION4S301NORTH ELEVATION140' - 7"/MATCH LINE1S201.1NOTES:1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.2. SEE MECH. DWGS. FOR EXACT LOCATION OF DUCT OPENINGS.3. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E) CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, (E) PIPING & (E) ARCH. ITEMS WHERE NECESSARY FOR NEW CONSTRUCTION. THEN INSTALL NEW FINISHES PER ARCH. DWGS.4. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS & (E) PIPING WHERE NECESSARY TO ACCOMMODATE NEW CONSTRUCTION (AVOIDING INTERFERENCE).5. SEE 'AS-BUILT CONDITIONS NOTES' ON S001-GENERAL NOTES.6. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: A. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND B. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT7. CONTRACTOR SHALL OBTAIN 3 CONCRETE CORES FROM EXISTING FOUNDATION ELEMENTS AND PERFORM A COMPRESSION STRENGTH TEST IN ACCORDANCE WITH ASTM C39. CORE LOCATIONS SHALL BE COORDINATED WITH THE SEORPRIOR TO SAMPLING OF THE CONCRETE. COMPRESSIVE STRENGTH RESULTS OF THE CORES, INCLUDING THE MEAN, STANDARD DEVIATIONS, AND COEFFICIENT OF VARIATION, SHALL BE SUBMITTED IN A REPORT TO THE SEOR FOR APPROVAL.8. MACONTRACTOR SHALL PERFORM TENSILE TESTS ON 10% OF THE EXISTING BRACED FRAME BASE PLATE ANCHORS. LOCATIONS OF ANCHORS TO BE TESTED SHALL BE COORDINATED WITH THE SEOR PRIOR TO TESTING. TENSILE TEST RESULTS SHALL BE SUBMITTED TO THE SEOR FOR APPROVAL.LEGEND:INDICATES EXISTING CONCRETE FOOTING & STEEL COLUMNINDICATES EXISTING CONCRETE FOOTING & HSS STEEL COLUMNINDICATES EXISTING GRADE BEAM1'-0"INDICATES ELEVATION REFERENCEINDICATES NEW CONCRETE PILE & STEEL COLUMNINDICATES NEW GRADE BEAM(E) Wx COL.(E) HSS COL.HSS COL.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S201FOUNDATION PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201/8" = 1'-0"1FOUNDATION PLANDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NCONSTRUCTION CHANGE 0104.14.21 JHG10111213KL1415161S3023S3024S3021S303(E) HSS6x6x3/16TYP. U.N.O.(E) HSS4x3x1/4(E) HSS4x4x1/4(E) HSS4x4x1/4(E) HSS4x4x1/4(E) SLAB ON GRADE2S30312' - 0" ±12' - 0" ±12' - 0" ±4' - 0" ±28' - 0" ±28' - 0" ±4' - 0" ±24' - 0" ±20' - 0" ±40' - 0" ±/MATCH LINE1S2012S3023S3031S4111S411K.88' - 6" ±2' - 6"2' - 6"2' - 6"3' - 6"2' - 0"2' - 0"2' - 0"3' - 0"3' - 0"2' - 0"2' - 0"2' - 0"2' - 6"2' - 6"2' - 6"3' - 6"11S41111S411NOTES:1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.2. SEE MECH. DWGS. FOR EXACT LOCATION OF DUCT OPENINGS.3. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E) CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, (E) PIPING & (E) ARCH. ITEMS WHERE NECESSARY FOR NEW CONSTRUCTION. THEN INSTALL NEW FINISHES PER ARCH. DWGS.4. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS & (E) PIPING WHERE NECESSARY TO ACCOMMODATE NEW CONSTRUCTION (AVOIDING INTERFERENCE).5. SEE 'AS-BUILT CONDITIONS NOTES' ON S001-GENERAL NOTES.6. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: A. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND B. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE SOILS REPORT7. CONTRACTOR SHALL OBTAIN CONCRETE CORES AND PERFORM A COMPRESSIONSTRENGTH TESTING IN ACCORDANCE WITH THE TESTING NOTES. CORE LOCATIONS SHALL BE COORDINATED WITH THE SEOR PRIOR TO SAMPLING OF THE CONCRETE. COMPRESSIVE STRENGTH RESULTS OF THE CORES, INCLUDING THE MEAN, STANDARD DEVIATIONS, AND COEFFICIENT OF VARIATION, SHALL BE SUBMITTED IN A REPORT TO THE SEOR FOR REVIEW.8. CONTRACTOR SHALL PERFORM TENSILE TESTS ON 3 EXISTING BASE PLATE ANCHORS IN ACCORDANCE WITH THE TESTING NOTES AND 18/S411. LOCATIONS OF ANCHORS TO BE TESTED SHALL BE COORDINATED WITH THE SEOR PRIOR TOTESTING. TENSILE TEST RESULTS SHALL BE SUBMITTED TO THE SEOR FORREVIEW.LEGEND:INDICATES EXISTING CONCRETE FOOTING & HSS STEEL COLUMNINDICATES EXISTING GRADE BEAM1'-0"INDICATES ELEVATION REFERENCEINDICATES HSS VERTICAL BRACE UP TO LEVEL ABOVEINDICATES NEW CONCRETE FOUNDATION WORK(E) HSS COL.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS201.1FOUNDATION PLAN -EOC WINGCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 920101/4" = 1'-0"1FOUNDATION PLAN - EOC WING1 04/14/21 CONSTRUCTION CHANGE 011DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-202004-09-2021CONSTRUCTION CHANGE 0104.14.21 55667788HSS7X7X1/4TYP.S4072BASE PLATE TYP (9) PLCS.3' - 0"1' - 0"4' - 0"8' - 0"1' - 0"83' - 0"1' - 0"5' - 6"8" CMU WALL11S4005' - 6"LOCKER AREA BY OTHERS - SEE ARCH'L DRAWINGS3' - 6"(8) 9'-6" SPACES = 76'-0"3' - 6"AGEN1PER ARCH'L DRAWINGP E R A R C H 'L D R A W I N G CONCRETE FOUNDATION LOCATION BY ARCH'L DRAWINGSCONCRETE PEDESTALBOLLARD PER ARCH'L DRAWINGS, TYP.1S400NEW GENERATOR LOCATION BY OTHERS -SEE ARCH'L DRAWINGSNOTE:SEE S500 FOR EQUIPMENT ANCHORAGE SCHEDULEJJ8899PER ARCH. DWGS.PER ARCH DWGS.PER ARCH DWGS.PER ARCH DWGS.PER ARCH DWGS.5" EXTRA STRONG PIPEHSS9x5x5/8HSS9x5x5/824"⌀x4'-6" CIDH PILE30"⌀x4'-6" CIDH PILE30"⌀x4'-6" CIDH PILE2'-0" SQUARE GRADE BEAMS, TYP.13S400TYP.2S400TYP. @ GRADE BEAMSCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS202PARTIAL FOUNDATION PLANSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.203/8" = 1'-0"3FOUNDATION PLAN @ LOCKERS3/8" = 1'-0"9FOUNDATION PLAN @ GENERATOR1/2" = 1'-0"1FOUNDATION PLAN @ ENTRANCE CANOPY(E) COLUMN BENCH MARK(E) BUILDING FOUNDATIONNNNDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NOTE:STEEL COLUMNS FOR THE ENTRANCE CANOPY ABOVE GRADE SHALL BE ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) CATEGORY 4.CONSTRUCTION CHANGE 0104.14.21 JJHHGGFFEEDDCCBBAAAAAA1122333.13.1445566778899101011121213(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X62 (E) W21X62(E) W21X68(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X62(E) W21X68(E) W21X62(E) W21X62(E) W21X57(E) W21X44(E) W21X50(E) W21X62(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X50(E) W24X68(E) W24X68(E) W24X68(E) W27X94(E) W24X68(E) W21X50(E) W27X94(E) W24X68(E) W24X68(E) W24X68(E) W18X35(E) W18X35(E) W21X44(E) W21X44(E) W21X50(E) W24X84(E) W24X94(E) W24X94(E) W24X84(E) W21X62(E) W21X62(E) W21X83(E) W18X35(E) W21X62(E) W24X68(E) W18X35(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W24X84(E) W24X94(E) W24X94(E) W24X84(E) W21X57(E) W21X57(E) W21X57(E) W21X44(E) W21X57(E) W21X57(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W14X22(E) W18X35(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W18X50(E) W18X50(E) W18X50(E) W18X50(E) W18X50(E) W18X50(E) W18X50(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W16X26(E) W14X22 (E) W14X22 (E) W14X22(E) W14X22 (E) W14X22 (E) W14X22(E) W21X57(E) W14X22(E) W12X14(E) W14X22(E) W14X22(E) W12X14(E) W18X35(E) W12X14(E) W12X14(E) W16X26(E) W16X26(E) W18X35(E) W18X35(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W14X22(E) W14X22(E) W18X35(E) W16X26(E) W16X26(E) W21X44(E) W21X44(E) W21X44(E) W21X44(E) W18X35(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16W16X31 (20)W16X31 (20)W16X31 (20)2S4013S401(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W10X12(E) W18X35(E) W18X35(E) W21X62(E) W21X62(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS8X4X1/4(E) HSS8X4X1/4(E) HSS8X4X1/4(E) W18X35(E) W12X14(E) W16X31 (E) W16X31(E) W14X22(E) W18X35(E) HSS8X6X1/4(E) HSS8X6X1/4(E) HSS8X6X1/4(E) HSS8X6X1/4(E) HSS4X4X1/4(E) HSS4X4X1/4(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) HSS6X6X5/16(E) W8X10WT8X15.5(E) W21X57(E) W21X57(E) W21X57(E) W21X57(E) W24X68(E) W16X26(E) W16X26(E ) W 1 6 X 2 6 (E) W16X26(E) W16X26(E) W16X26(E) HSS4X3X1/4TYP. 5 PLC.8S401S2051(N) WT6x17.5 (BELOW)(N) WT8x15.5 (BELOW)2S401(BELOW)(N) WT8x15.5 (BELOW)2S401(N) WT6x17.5 (BELOW)(N) WT6x17.5 (BELOW)3S4013S40113S40117S40119S401D1D1D13S4021S402UPUPCURVED(E) W16X262S301(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/161S301WEST ELEVATIONSOUTH ELEVATION3S301EAST ELEVATION4S301NORTH ELEVATION9S4049S404SIMSEE NOTE 10SEE NOTE 109S4049S4049S40419S4019S4049S4049S404SIMSIMSIM(E)W10x12(E )W 10x12/MATCH LINE1S204.1NOTES:1. ALL STEEL BEAMS SHALL BE EQUALLY SPACED BETWEENCONTROLLING BEAMS, OR GRID LINES TYP. U.N.O..2. AT ALL STEEL BEAMS & GIRDERS BELOW VERCO B FORMLOCKFLOOR DECK, PROVIDE 3/4" DIA. x 4" LONG NELSON STUDS @ 12"O.C. ABOVE TOP FLANGE THRU FLOOR DECK TYP. U.N.O..3. TOP OF STEEL AT SECOND FLOOR FRAMING PLAN SHALL BE PERARCH. DWGS..4. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.5. SEE MECH. DWGS. FOR EXACT LOCATION OF DUCT OPENINGS.6. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E)CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E)CONDUITS, (E) PIPING & (E) ARCH. ITEMS WHERE NECESSARYFOR NEW CONSTRUCTION. THEN INSTALL NEW FINISHES PERARCH. DWGS.7. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES,(E) UTILITIES, (E) CONDUITS & (E) PIPING WHERE NECESSARY TOACCOMMODATE NEW CONSTRUCTION (AVOIDINGINTERFERENCE).8. SEE 'AS-BUILT CONDITIONS NOTES' ON S001-GENERAL NOTES.9. WHERE EXISTING PRECAST PANEL TIE-BACK CONNECTIONS ARE DAMAGED OR MISSING, CONTRACTOR SHALL PROVIDE REPLACEMENT STEEL ELEMENTS OR NEW TIE-BACK CONNECTION PER DETAIL 5/S406. CONTRACTOR SHALL ASSUME 14 EXISTING TIE-BACK CONNECTIONS BELOW THE PANELS AT THE 2ND FLOOR LEVEL REQUIRE REPLACEMENT FOR BIDDING PURPOSES.10. CONTRACTOR SHALL VERIFY (E) BEAM CONNECTIONS AT NORTH STAIRWELL TO MAIN STRUCTURE ARE CONSTRUCTED WITH MINIMUM (4) 7/8"⌀BOLTS. NOTIFY ENGINEER IF (E) CONSTRUCTION DIFFERS. IT SHALL BE ASSUMED FOR BIDDING PURPOSES THAT THE (E) CONNECTION REQUIRES REPLACEMENT OF ALL 4 BOLTS.LEGEND:VERCO W3 DECK W/ 2" THICK NORMAL WT. CONC. FILL OVER TOP FLUTE w/ #4 @ 16 O.C. EA. WAY U.N.O.. TOTAL DEPTH OF STEEL DECK PLUS CONC. IS 5" U.N.O.. SEE DETAIL 2/S104 FOR WELDING OF STEEL DECK TO STEEL BEAMS.INDICATES MOMENT FRAME CONNECTION,SEE SPECIFIC DETAILSINDICATES DRAG CONNECTION,SEE SPECIFIC DETAILSNUMBER IN PARENTHESES AFTER BEAM DESIGNATION INDICATES NUMBER OF WELDED STUDS ALONG BEAMD1(XX)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S2032ND FLOOR FRAMING PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201/8" = 1'-0"12ND FLOOR FRAMING PLANDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 JJHHGGFFEEDDCCBBAA1122333.13.14455667788991010111112121313(E) W16X31(E) W16X31(E) W16X36(E) W16X36(E) W16X36(E) W16X31(E) W16X31(E) W16X36(E) W16X36(E) W16X36(E) W16X31(E) W16X31(E) W16X31(E) W16X31(E) W16X31(E) W16X31(E) W16X31(E) W16X31(E) W10X12(E) W14X22(E) W12X19(E) W16X26(E) W14X22(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W16X26(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W16X26(E) W16X26(E) W21X44(E) W16X26(E) W16X26(E) W18X40(E) W18X40(E) W18X40(E) W18X40(E) W16X31(E) W16X31(E) W16X31(E) W16X26(E) W16X26(E) W18X35(E) W18X35(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W18X40(E) W18X40(E) W18X40(E) W18X40(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W14X22(E) W14X22(E) W14X22(E) W10X12 (E) W10X12(E) W12X14(E) W10X12(E) W10X12(E) W14X22(E) W14X22(E) W16X26(E) W21X44(E) W10X12(E) W10X12(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W18X35(E) W12X19(E) W16X31(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W18X35(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W10X12(E) W12X14 (E) W12X14 (E) W12X14(E) W14X22(E) W12X19(E) W12X19(E) W14X22(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10(E) W8X10 (E) W8X10 (E) W8X10 (E) W8X10(E) W8X10(E) W8X10 (E) W8X10 (E) W8X10 (E) W8X10TYP.,SEE NOTE 5TYP.,SEENOTE 5TYP.,SEENOTE 5TYP.,SEENOTE 5(E) W16X26(E) W12X14(E) W12X14(E) W16X26(E) W16X26 (E) W16X26(E) HSS8X4X1/4(E) HSS8X4X1/4(E) HSS4X4X1/4(E) HSS6X6X5/16TYP. TYP. (E) W8X10(E) W8X10(E) W8X10(E) W8X10W10X12 W10X12W10X12W10X12W10X12W10X12W8X10W8X10W8X10 W8X10W8X10W8X10W8X10W8X10W8X10W8X1019S4013S1043S1043S1043S104(E) W16X262"⌀STANDARD PIPE COLUMNS, TYP. FOR ALLW8x10W8x10W8x10W8x10W8x10W8x10W8x10W8x10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8X10W8x10W8x10W8x10W8x10W8x10S4015W8x10W8x10W8x10W8x10W8x10W8x10W8x10W8x10S1022TYP.S1022TYP.2S301~~~~~(E) CURVED HSS8X16x1/41S301WEST ELEVATION3S301SOUTH ELEVATIONEAST ELEVATION4S301NORTH ELEVATIONSEE NOTE 8SEE NOTE 81S404SIM1S4041S4041S4041S404SIM1S404SIM1S4041S404SIM/MATCH LINE1S204.1NOTES:1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.2. SEE ARCH. AND MEP. DWGS. FOR EXACT LOCATION OF EQUIPMENT AND DUCT OPENINGS.3. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E)CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E)CONDUITS, (E) PIPING & (E) ARCH. ITEMS WHERE NECESSARYFOR NEW CONSTRUCTION. THEN INSTALL NEW FINISHES PERARCH. DWGS.4. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES,(E) UTILITIES, (E) CONDUITS & (E) PIPING WHERE NECESSARY TOACCOMMODATE NEW CONSTRUCTION (AVOIDINGINTERFERENCE).5. ADD 3/4" Ø (1/2" Ø EFFECTIVE) PUDDLE WELD AT EXISTING METAL DECK TO ALL STEEL BEAMS AT GL A, G, 3.1, AND 12 PER 3/S104.6. SEE 'AS-BUILT CONDITIONS NOTES' ON S001-GENERAL NOTES.7. WHERE EXISTING PRECAST PANEL TIE-BACK CONNECTIONS ARE DAMAGED OR MISSING, CONTRACTOR SHALL PROVIDE REPLACEMENT STEEL ELEMENTS OR NEW TIE-BACK CONNECTION PER DETAIL 5 / S406. CONTRACTOR SHALL ASSUME 14 EXISTING TIE-BACK CONNECTIONS BELOW THE PANELS AT THE ROOF LEVEL REQUIRE REPLACEMENT FOR BIDDING PURPOSES.8. CONTRACTOR SHALL VERIFY (E) BEAM CONNECTIONS AT NORTH STAIRWELL TO MAIN STRUCTURE ARE CONSTRUCTED WITH MINIMUM 4 7/8"Ø BOLTS. NOTIFY ENGINEER IF (E) CONSTRUCTION DIFFERS. IT SHALL BE ASSUMED FOR BIDDING PURPOSES THAT THE (E) CONNECTION REQUIRES REPLACEMENT OF ALL 4 BOLTS.LEGEND:INDICATES MOMENT FRAME CONNECTION,SEE SPECIFIC DETAILSINDICATES DRAG CONNECTION,SEE SPECIFIC DETAILSNUMBER IN PARENTHESES AFTER BEAM DESIGNATION INDICATES NUMBER OF WELDED STUDS ALONG BEAM(XX)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S204ROOF FRAMING PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201/8" = 1'-0"1ROOF FRAMING PLANDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 JHG10111213KL1415161S3023S3024S3021S303(E) W12X19(E) W12X19(E) W12X19(E) W10X12(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W10X12(E) W14X30(E) W24X55(E) W24X55(E) W16X31(E) W24X62(E) W24X62(E) W24X62(E) W16X31(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W12X19(E) W16X26(E) W16X26(E) W14X26(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X30(E) W14X30(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W10X12(E) W10X12(E) W10X12(E) W14X22(E) W14X22(E) W14X30(E) W14X30(E) W14X30(E) W14X26(E) W14X26(E) W14X22(E) W14X22(E) W12X19(E) W12X19(E) W12X19(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) W12X14(E) W10X12(E) W10X12(E) W14X22(E) W14X22(E) W14X22(E) W14X22BELOW(E) W14X22(E) W14X22(E) W14X22(E) W14X22BENTBENTBENT ABOVE2S30312' - 0" ±12' - 0" ±12' - 0" ±4' - 0" ±28' - 0" ±28' - 0" ±4' - 0" ±24' - 0" ±20' - 0" ±40' - 0" ±RIDGERIDGEVALLEY(E) L4X4X1/4(E) L4X4X1/4(E) L3X3X3/16(E) L3X 3X 3/16/MATCH LINE1S203BELOWBELOWBELOW(E) W14X22BELOW(E) W14X22BELOWBENT2S3023S303BOTTOM BRACE FLANGE, TYP.(E) 20 GAGE METAL DECK W/ 1-1/2" DEEP FLUTES(E) 20 GAGE METAL DECK W/ 1-1/2" DEEP FLUTESK.8L4x4x1/4L4x4x1/42L4x4x5/16L4x4x1/4W8x10W8x10(E) W6X918S41219S4123S1044 MIN.6 MAX.117S412EA SIDE17S412EA SIDENOTES:1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.2. SEE ARCH. AND MEP. DWGS. FOR EXACT LOCATION OF EQUIPMENT AND DUCT OPENINGS.3. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E) CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, (E) PIPING & (E) ARCH. ITEMS WHERE NECESSARY FOR NEW CONSTRUCTION. THEN INSTALL NEW FINISHES PER ARCH. DWGS.4. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS & (E) PIPING WHERE NECESSARY TO ACCOMMODATE NEW CONSTRUCTION (AVOIDING INTERFERENCE).5. SEE 'AS-BUILT CONDITIONS NOTES' ON S001-GENERAL NOTES.6. WHERE EXISTING PRECAST PANEL TIE-BACK CONNECTIONS ARE DAMAGED OR MISSING, CONTRACTOR SHALL PROVIDE REPLACEMENT STEEL ELEMENTS OR NEW TIE-BACK CONNECTION PER DETAIL 5 / S406. CONTRACTOR SHALL ASSUME 4 EXISTING TIE-BACK CONNECTIONS BELOW THE PANELS AT THE ROOF LEVEL REQUIRE REPLACEMENT FOR BIDDING PURPOSES.LEGEND:INDICATES HSS VERTICAL BRACE UP TO LEVEL ABOVE, TYP. U.N.O.INDICATES HSS VERTICAL BRACE DOWN TO LEVEL BELOW, TYP. U.N.OINDICATE BOTTOM BRACE FLANGE, SEE DETAIL 11/S412, TYP.PROVIDE BRACES AT EQUAL SPACING BETWEEN COLUMNS U.N.O.INDICATES DRAG CONNECTION, SEE SPECIFIC DETAILSCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/4" = 1'-0"S204.1ROOF FRAMING PLAN -EOC WINGCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 920101/4" = 1'-0"1ROOF FRAMING PLAN - EOC WING1 04/14/21 CONSTRUCTION CHANGE 011DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-202004-09-2021CONSTRUCTION CHANGE 0104.14.21 HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X4X1/4HSS6X5X1/4HSS6X5X1/4HSS6X5X1/4HSS6X4X1/4TYP.9' - 6"3' - 6"3' - 6"1S407TYP.HSS6X5X1/41' - 2"8' - 9"D2NOTES:1. SEE ARCH. DWGS. FOR ELEVATIONS AND ALL DIMENSIONS NOT SHOWNLEGEND:AT CARPORT LOCKER AREA USEVERCO 20 GAGE HSB-36 DECK. SEE DETAIL 2/S104 FOR WELDING OF STEEL DECK TO STEEL BEAMS.AT ENTRANCE CANOPY AREA USEVERCO 20 GAGE HSB-36-SS DECK W/ 36/4 PATTERN #12 SS SMS AT ALL SUPPORTS AND #10 SS SMS SIDELAP CONNECTIONS @ 12" O.C. SEE 11/S104D2D3J89(E) BUILDING COLUMN(E) BUILDING FRAMING, TYP.HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X1/8HSS6X2X5/16C6X8.2HSS4X2X1/8 FLATHSS12X4X3/16PER ARCH'L DRAWINGSPER ARCH'L DRAWINGSC6X8.2C6X8.2HSS 4X2X1/8 FLATHSS 12X4X3/16METAL DECKAREA OF NOEXTERIOR FACE OF EXISTING PRECAST PANELSHSS6X2X1/8HSS6X2X1/8TYP.4" GAPEQUALLY SPACED (13) SPACESD37S407O.H.7S4076S407TYP.S4074TYP.10S407HSS6X2X5/16CAMBER +3/4"CAMBER +3/4"CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS205PARTIAL ROOF FRAMING PLANSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.203/8" = 1'-0"2LOCKER AREA ROOF FRAMING PLAN1/2" = 1'-0"1ROOF FRAMING PLAN @ENTRANCE CANOPYNDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NNOTE:ALL STEEL MEMBERS OF THE ENTRANCE CANOPY ABOVE GRADE SHALL BE ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) CATEGORY 4.CONSTRUCTION CHANGE 0104.14.21 14GGFFEEDDCCBBAAAAAA1122333.13.1445566778899101011111212131339' - 4 1/2"28' - 7 1/2"23' - 8"8' - 4"28' - 0"4' - 0"28' - 0"4' - 0"SW4PNLL1ASW1SG1PNLRPTCC1TR6BP1PNLEL1ATR3PNLP1BPNLEP1AE-M2TR2SW3CIS1SW2UPS1DS1AHU1E-M1TR4PNLEP1BE-M3CP1CP2CP3CP4DS3DS4IT-M5RACK11IT-M6IT-M2IT-M3PNLUPS-BIT-M4RACK7RACK8RACK10RACK9RACK1RACK2IT-M1RACK5RACK4RACK3RACK12RACK6RACK13ATS1ST2ST3ST1ELEV1DS8DS9UPS2PNLX2ELEV2FPH1VB12VB10FP2VBH2VBH1VB11VB26VB25VBH24VBH27VB28FPH3VBH22VB20VB67VBH21VB29VB30VBH19VB31VBH18VBH17VBH16VBH13VB15VBH3VBH4VBH8VBH9VBH5VB7VBH6VBH3212' - 0"5' - 2"10"12' - 0"24' - 0"24' - 0"48' - 0"24' - 0"24' - 0"12' - 0"12' - 0"12' - 0"TR1FPH6NEC1ACE4ACE3143S405SIMTYP IN VESTIBULE (10 LOCATIONS)3S405TYP ALONG GRID G(9 LOCATIONS)1S4053S405(2 LOCATIONS)1S4051S405SIMTYP. IN STAIRWELL(10 LOCATIONS)1S405(5 LOCATIONS)1S4051S4053S4051S405(4 LOCATIONS)(4 LOCATIONS)SIMSIM(3 LOCATIONS)1S4053S405(4 LOCATIONS)(4 LOCATIONS)3S405TYP ALONG GRID 12(5 LOCATIONS)1S4053S405TYP ALONG GRID 13(6 LOCATIONS)1S405SIMNOTES:1. SEE S500 FOR SCHEDULE OF EQUIPMENT AND ANCHORAGE DETAILS.2. SEE ARCH. AND MEP DWGS. FOR NEW EQUIPMENT AND INFO NOT SHOWN.3. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 180 LINEAR FEET OF BOTH NEW AND EXISTING DUCTWORK AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR LATERAL FORCE FACTOR OF Fp = 0.75g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.4. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 450 LINEAR FEET OF BOTH NEW AND EXISTING ELECTRICAL CONDUIT AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp = 0.50g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.5. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 4,500 LINEAR FEET OF BOTH NEW AND EXISTING PIPING AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp=0.75g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.6. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 5,600 LINEAR FEET OF BOTH NEW AND EXISTING FIRE SPRINKLER PIPING AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp=0.50g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.7. CONTRACTOR SHALL VERIFY CONSTRUCTION OF (E) CEILING TO REMAIN AND PROVIDE SUPPORT OR BRACING RETROFIT AS REQUIRED. AREA OF REMAINING GYP BOARD CEILING AT THIS LEVEL = APPROX. 8,300 SQUARE FEET. SEE S409 AND S410 FOR (E) CEILING RETROFIT REQUIREMENTS.8. THE LATEST VERSION OF ALL APPLICABLE CODES AND STANDARDS SHALL BE USED FOR DESIGN OF THE SEISMIC BRACING. SUPPORT AND BRACING FOR ALL FIRE SPRINKLER PIPING SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF NFPA.9. CONSTRUCTION TOLERANCE FOR ANGLES OF ALL BRACES SHALL BE LIMITED TO +/- 5 DEGREES IN PLANE OR OUT OF PLANE.LEGEND:MEP EQUIPMENT. SEE SCHEDULE ON S500 FOR ANCHORAGE REQUIREMENTS.XX(E) SUSPENDED ACOUSTICAL TILE CEILING TO REMAIN(E) GYP BOARD CEILING TO REMAIN(E) METAL STUD PARTITION WALLS TO REMAINCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S206GROUND FLOOR EQUIPMENT PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201Level 1 FLOOR EQUIPMENT PLANDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-20201 04/14/21 CONSTRUCTION CHANGE 0111111111111104-09-2021CONSTRUCTION CHANGE 0104.14.21 JHG10111213KL141516K.81S4053S4051S4051S4053S4051S4051S4051S4053S4051S405TYP. ALONG GRID 16 (5 LOCATIONS)TYP. ALONG GRID L (7 LOCATIONS)SIM(3 LOCATIONS)(2 LOCATIONS)(2 LOCATIONS)5E-MEP1CPNLEL1CPNL1IV3TRL1BPNL28' - 0" ±28' - 0" ±4' - 0" ±12' - 0" ±12' - 0" ±12' - 0" ±8' - 6" ±31' - 6" ±20' - 0" ±24' - 0" ±4' - 0" ±/MATCH LINE1S204.1/MATCH LINE1S203NOTES:1. SEE S500 FOR SCHEDULE OF EQUIPMENT AND ANCHORAGE DETAILS.2. SEE ARCH. AND MEP DWGS. FOR NEW EQUIPMENT AND INFO NOT SHOWN.3. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY - - - - LINEAR FEET OF BOTH NEW AND EXISTING PIPING AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp=0.75g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.4. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY - - - - LINEAR FEET OF BOTH NEW AND EXISTING FIRE SPRINKLER PIPING AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp=0.50g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.5. CONTRACTOR SHALL VERIFY CONSTRUCTION OF (E) CEILING TO REMAIN AND PROVIDE SUPPORT OF BRACING RETROFIT AS REQUIRED. AREA OF REMAINING SUSPENDED ACOUSTICAL TILE CEILING AT THIS LEVEL = APPROX. 3,500 SQUARE FEET. AREA OF REMAINING GYP BOARD CEILING AT THIS LEVEL = APPROX. 1,400 SQUARE FEET. SEE S409 AND S410 FOR (E) CEILING RETROFIT REQUIREMENTS.6. THE LATEST VERSION OF ALL APPLICABLE CODES AND STANDARDS SHALL BE USED FOR DESIGN OF THE SEISMIC BRACING. SUPPORT AND BRACING FOR ALL FIRE SPRINKLER PIPING SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF NFPA.7. CONSTRUCTION TOLERANCE FOR ANGLES OF ALL BRACES SHALL BE LIMITED TO +/- 5 DEGREES IN PLANE OR OUT OF PLANE.XX(E) SUSPENDED ACOUSTICAL TILE CEILING TO REMAIN(E) GYP BOARD CEILING TO REMAIN(E) METAL STUD PARTITION WALLS TO REMAINMEP EQUIPMENT SEE SCHEDULE ON S500 FOR ANCHORAGE REQUIREMENTS.LEGEND:CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS206.1GROUND FLOOR EQUIPMENT PLAN -EOCCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 920101 04/14/21 CONSTRUCTION CHANGE 011/4" = 1'-0"1GROUND FLOOR EQUIPMENT PLAN - EOC WING1DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-202004-09-2021CONSTRUCTION CHANGE 0104.14.21 ABCDEFGHAAHGFEDCBAAA1122333.13.14455667788991010111112121313PNLL2ACIS2PNLEL2APNLP2APNLEP2ATR5DS2PNLX1AHU2AHU3E-M4RACK14RACK15CP5DS6DS5DS7CP6CP7CP839' - 4 1/2"28' - 7 1/2"23' - 8"8' - 4"28' - 0"4' - 0"28' - 0"4' - 0"12' - 0"5' - 2" 10" 12' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"12' - 0"12' - 0"12' - 0"FPH5FC2FC3VBH64VBH61VBH60VBH59VBH53VBH50VBH48VBH47VBH65VBH46VBH44VBH43VBH42VBH39VBH38VBH37VBH66VBH41VBH49FC4VBH33VBH35VBH36VBH58VBH52VBH45VBH40VBH34NOTES:1. SEE S500 FOR SCHEDULE OF EQUIPMENT AND ANCHORAGE DETAILS.2. SEE ARCH. AND MEP DWGS. FOR NEW EQUIPMENT AND INFO NOT SHOWN.3. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 180 LINEAR FEET OF BOTH NEW AND EXISTING DUCTWORK AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR LATERAL FORCE FACTOR OF Fp = 0.75g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.4. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 450 LINEAR FEET OF BOTH NEW AND EXISTING ELECTRICAL CONDUIT AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp = 0.50g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.5. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 4,500 LINEAR FEET OF BOTH NEW AND EXISTING PIPING AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp=0.75g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.6. CONTRACTOR SHALL PROVIDE DESIGN OF SEISMIC BRACING FOR APPROXIMATELY 5,600 LINEAR FEET OF BOTH NEW AND EXISTING FIRE SPRINKLER PIPING AT THIS FLOOR IN ACCORDANCE WITH THE REQUIREMENTS AND DETAILS ON S600 THROUGH S615 FOR A LATERAL FORCE FACTOR OF Fp=0.50g. DETAILS APPLICABLE TO A LARGER FORCE FACTOR MAY BE USED. SHOP DRAWINGS SHOWING BRACING DESIGN AND LOCATIONS SHALL BE PROVIDED TO THE SEOR FOR REVIEW.7. CONTRACTOR SHALL VERIFY CONSTRUCTION OF (E) CEILING TO REMAIN AND PROVIDE SUPPORT OR BRACING RETROFIT AS REQUIRED. AREA OF REMAINING SUSPENDED ACOUSTICAL TILE CEILING AT THIS LEVEL = APPROX. 3,000 SQUARE FEET. AREA OF REMAINING GYP BOARD CEILING AT THIS LEVEL = APPROX. 5,700 SQUARE FEET. SEE S409 AND S410 FOR (E) CEILING RETROFIT REQUIREMENTS.8. THE LATEST VERSION OF ALL APPLICABLE CODES AND STANDARDS SHALL BE USED FOR DESIGN OF THE SEISMIC BRACING. SUPPORT AND BRACING FOR ALL FIRE SPRINKLER PIPING SHALL BE IN ACCORDANCE WITH THE LATEST VERSION OF NFPA.9. CONSTRUCTION TOLERANCE FOR ANGLES OF ALL BRACES SHALL BE LIMITED TO +/- 5 DEGREES IN PLANE OR OUT OF PLANE.LEGEND:MEP EQUIPMENT. SEE SCHEDULE ON S500 FOR ANCHORAGE REQUIREMENTS.XX(E) SUSPENDED ACOUSTICAL TILE CEILING TO REMAIN(E) GYP BOARD CEILING TO REMAIN(E) METAL STUD PARTITION WALLS TO REMAINCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S2072ND FLOOR EQUIPMENT PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201LEVEL 2 EQUIPMENT PLANDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 123456789101112133.1ABCDEFGHHGFEDCBA1233.145678910111213PVPVPVPVACE1ACE2PVPVNOTES:1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.2. SEE ARCH. AND MEP DWGS. FOR NEW ROOFTOP EQUIPMENT AND INFO NOT SHOWN. 3. VERIFY LOCATION OF ALL (E) EQUIPMENT IN FIELD.4. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E) CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, (E) PIPING & (E) ARCH. ITEMS WHERE NECESSARY FOR NEW CONSTRUCTION, THEN INSTALL NEW FINISHES PER ARCH. DWGS.5. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, & (E) PIPING WHERE NECESSARY TO ACCOMODATE NEW CONSTRUCTION (AVOIDING INTERFERENCE).LEGEND:MEP EQUIPMENT. SEE SCHEDULE ON S500 FOR ANCHORAGE REQUIREMENTS.XCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S208ROOF EQUIPMENT PLANCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.201ROOF EQUIPMENT PLANDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 JHG10111213KL14151612' - 0" ±12' - 0" ±12' - 0" ±4' - 0" ±28' - 0" ±28' - 0" ±4' - 0" ±24' - 0" ±20' - 0" ±40' - 0" ±RIDGERIDGE/MATCH LINE1S204.1/MATCH LINE1S203K.8E5ACNOTES:1. SEE ARCH. DWGS. FOR ALL DIMENSIONS NOT SHOWN.2. SEE ARCH. AND MEP DWGS. FOR NEW ROOFTOP EQUIPMENT AND INFO NOT SHOWN. 3. VERIFY LOCATION OF ALL (E) EQUIPMENT IN FIELD.4. REMOVE (E) FURRING, (E) DECORATION, (E) ROOFING, (E) CEILING, (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, (E) PIPING & (E) ARCH. ITEMS WHERE NECESSARY FOR NEW CONSTRUCTION, THEN INSTALL NEW FINISHES PER ARCH. DWGS.5. MODIFY, REROUTE OR RELOCATE (E) EQUIPMENT, (E) FIXTURES, (E) UTILITIES, (E) CONDUITS, & (E) PIPING WHERE NECESSARY TO ACCOMODATE NEW CONSTRUCTION (AVOIDING INTERFERENCE).LEGEND:MEP EQUIPMENT. SEE SCHEDULE ON S500 FOR ANCHORAGE REQUIREMENTS.XXXXCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS208.1ROOF EQUIPMENT PLAN -EOC WINGCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 920101/4" = 1'-0"1ROOF EQUIPMENT PLAN - EOC WING1 04/14/21 CONSTRUCTION CHANGE 011DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-202004-09-2021CONSTRUCTION CHANGE 0104.14.21 Level 10' -0"Level 213' -6"456789Roof Level27' -0"S4032S40310S4039S4031S40310S4039(E) W24X68(E) W24X68(E) W24X68(E) W24X68(E) W27X94(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E)W18X119(E)W18X119(E)W18X119(E)W18X119(E)W18X119(E)W18X119O.H.O.H.TYP.TYP.24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"Level 10' -0"Level 213' -6"GFDBARoof Level27' -0"S40310S4039S4032S4031O.H.O.H.TYP.TYP.S40310S4039(E) W24X84(E) W24X94(E) W24X94(E) W18X40(E) W18X40(E) W18X40(E) W18X40(E) W24X84(E)W18X119(E)W18X119(E)W18X119(E)W18X119(E)W18X11928' - 0"32' - 0"32' - 0"28' - 7 1/2"Level 10' -0"Level 213' -6"5678910Roof Level27' -0"S40310S4039S4032S4031S40310S4039(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W18X35(E) W27X94(E) W24X68(E) W24X68(E) W24X68(E) W24X68(E)W18X119(E)W18X119(E)W18X119(E)W18X119(E)W18X119(E)W18X119O.H.O.H.TYP.TYP.24' - 0"24' - 0"24' - 0"24' - 0"24' - 0"Roof Level -EOC Wing19' -4"Level 10' -0"Level 213' -6"GFDBARoof Level27' -0"28' - 7 1/2"32' - 0"32' - 0"28' - 0"(E) W18X40(E) W18X40(E) W18X40(E) W18X40(E) W24X84(E) W24X94(E) W24X94(E) W24X84(E)W18X119(E)W18X119(E)W18X119(E)W18X119(E)W18X119S40310S4039S4032S4031S40310S4039TYP.TYP.O.H.O.H.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"S301ELEVATIONSCARLSBAD SAFETY AND SERVICE CENTERAuthorChecker2560 ORION WAYCARLSBAD, CA 920101WEST ELEVATION2SOUTH ELEVATION3EAST ELEVATION4NORTH ELEVATIONNOTES:1. CONTRACTOR TO CUT OPENINGS IN EXTERIOR PANELS AS REQUIRED TO ACCESS EXISTING STEEL FRMAING, SEE ARCH. DWGS.2. SEE DETAILS 1 AND 2 / S403 FOR ADJUSTMENT OF PRECAST PANEL CONNECTIONS.CONSTRUCTION CHANGE 0104.14.21 Level 10' -0"111213141516Roof Level -EOC Wing19' -4"(E) HSS6X6X3/16(E ) H S S 6 X 6 X 3 /1 6 (E)HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16(E) W14X22(E) W24X55(E) W24X55(E) W14X22(E) W14X22S4113S4117O.H.S4113S4129S4125O.H.S4129O.H.S4125S4117S41111Level 10' -0"JKLRoof Level -EOC Wing19' -4"(E) HSS6X6X3/16(E) H SS6X 6X 3/16(E) HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16(E) W16X31(E) W14X26BENT18' - 8"19' - 4"18' - 8"12' - 1 3/8"11' - 5 7/8"K.8S4117S4117O.H.S4123SIM.S4122S4112O.H.Level 10' -0"KLRoof Level -EOC Wing19' -4"(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/1619' - 4"18' - 8"18' - 8"(E)HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16(E)HSS4X4X1/4(E) W16X31(E) W14X22K.8S4115S4113S4123S4123S41214O.H.S41214O.H.S4117Level 10' -0"111213141516Roof Level -EOC Wing19' -4"(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) HSS6X6X3/16(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) W14X22(E) HSS6X6X3/16(E)HSS6X6X3/16(E) HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16S4113S4119S41137S4117S411S4127O.H.S4127S4121S41217EA. SIDES41217EA. SIDECIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/4" = 1'-0"S302ELEVATIONS -EOC WINGCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 920101ELEVATION AT GRID L3ELEVATION AT GRID 164ELEVATION AT GRID 112ELEVATION AT GRID K1 04/14/21 CONSTRUCTION CHANGE 011DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-202004-09-2021CONSTRUCTION CHANGE 0104.14.21 Level 10' -0"KL(E) HSS6X6X3/16(E) HSS6X6X3/16(E) W14X22(E)HSS6X6X3/16(E) W14X22(E)HSS6X6X3/16(E)HSS6X6X3/1612' - 1 3/8"11' - 7 1/2"12' - 1 3/8"K.8S41210S4112S4112O.H.Level 10' -0"1516(E) HSS6X6X3/16(E) W14X22(E) W14X22(E)HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16S41213S4115S41111Level 10' -0"JKRoof Level -EOC Wing19' -4"(E) HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16(E)HSS6X6X3/16(E) W16X26(E) W24X62S4113S41214S4112CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/4" = 1'-0"S303ELEVATIONS -EOC WINGCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 920101ELEVATION AT GRID 102ELEVATION AT GRID J3ELEVATION AT GRID 151 04/14/21 CONSTRUCTION CHANGE 011DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-202004-09-2021CONSTRUCTION CHANGE 0104.14.21 3"CLR., TYP#4 @ 18" O.C.,EA. WAY, TOP & BOT.F.G.6" CONC. PADPER 8/S101GENERATOR PERELEC. DWGS.SLOPE PER ARCHSLOPE PER ARCH6"6" MAX.4" MIN.TYP.4 1/2" MIN.1/2"Ø SS 316 HILTI KB-TZ W/ 3 1/4" EFFECTIVE EMBED, TYP. OF(8) MIN. EA. SIDE, (16) MIN. TOTAL (ICC ESR-1917)CLR.3"(2) #8(2) #8#4 STIRRUPS @ 8" O.C.CONC. S.O.G. PER PLANPER PLANMIN.1' - 0"#5 DOWELS @ 12" O.C.CLR. 1 1/2"CLR. 3 "TYP.3" CLR.NOTE:SEE 3/- FOR GRADE BEAM/PILE INTERFACE.11(E) CONC. S.O.G.#4 DOWELS @ 16" O.C. EA WAY, SEE 16/S101, TYP.(E) STAIR STRINGERCUT (E) ANGLE ANDINSTALL NEWANGLE, SEE NOTES1/2"Ø BOLTCENTERED IN 9/16"x6"LONG SLOTTED HOLEL5x3x1/4 x9" LONG (LLV)NOTES:1. PROVIDE NEW CONNECTION AT BOTH STAIR STRINGERS.2. REMOVE NUT AND WASHER FROM (E) CONCRETE ANCHORS. CUT HORIZONTAL LEG OF (E) STEEL ANGLE AND REMOVE, LEAVING (E) CONCRETE ANCHORS IN PLACE. DO NOT CUT OR DAMAGE (E) CONCRETE ANCHORS.3. INSTALL NEW ANGLE OVER (E) CONCRETE ANCHORS(E) CONC. S.O.G.6S400(E) CONC. S.O.G.(E) STAIR STRINGER1/2" TEFLONMATERIAL(E) 5/8"Ø ANCHORS TO REMAIN, SEE 7/-(E) LEG OF L3x3 WELDEDTO STRINGER, TO REMAINSECTIONLAP SPLICESEE 14/S103#5 @ 18" O.C.#6 TYP., (8 @ BOT.& 1 @ TOP)CONT. FTG.#5#6 @ 16" O.C. CENTERED(VERT.) TYP.#5 @ 24" O.C. CENTERED(HORIZ.) TYP.8" THK. SOLID GROUTEDCMU WALL W/ SPECIALINSPECTIONCONC. CAP, S.A.D.DOWEL TO MATCH VERT.REINF. (SIZE, NUMBER &LOCATION)90° STD.HOOK, TYP.5/8" THK. COMPRESSIBLEMATERIAL,TYP.T.O.F.6" CONC. TOPPING W/ #4 16" O.C. EA WAY, TYPF.G.4" CONC. PAD, PER 8/S101SLOPE PER ARCH8' - 10"PER PLANCLR.3"CLR. TYP.3"PER PLANPER PLANTYP. 0 "CLR.2"3 1/2".CLR.1"TOP OF CONC. S.O.G.CONC. GRADEBEAMCONC. PILE(TYP. REINF. NOT SHOWN FOR CLARITY)TYP. REINF.90° STD. HOOK, TYP.MIN.1' - 0"MIN.1' - 4" 4"2S400NOTE: SEE 2/-AND 13/-FOR FDN. REINF.CONC. PILEHSS OR PIPE COL. PER PLAN(3) #4 TIES @2" O.C.(8) #6 VERT.90° STD.HOOK TYP.#4 CIRCULAR TIES(W/ 135° STD. HOOK)@ 12" O.C.℄OF COL. & PILEHSS COL. OR PIPE(CONC. FILLEDBELOW GRADE)3/4" ∅x 5" LONG HEADED STUDS @ 12" O.C. WELDED TO HSS COL.,TYP. 2 SIDESAAA-APER PLANCLR.3"TYP.3" CLR.CLR.6"CLR.3"PER PLAN3"CONC. S.O.G.(E) CONC. S.O.G.(E) CONC. S.O.G.#4 DOWELS @ 16" O.C. EA WAY, SEE 16/S101, TYP.CONC. S.O.G.2"MAX.6"1' - 0"5/8" THK. COMPRESSIBLE MATERIAL, TYP.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS400FOUNDATION DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE1GENERATOR FOUNDATION DETAILSNO SCALE2TYP. GRADE BEAM DETAILNO SCALE7STAIR CONNECTION DETAILNO SCALE6STAIR CONNECTION SECTIONDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE11CARPORT MASONRY WALL & FOUNDATIONNO SCALE4TYP. CONC. GRADE BEAM AT PILE CAPNO SCALE13CIDH PILE - SECTIONS AND ELEVATIONCONSTRUCTION CHANGE 0104.14.21 (E) W14x22L3x3x1/4 L3x3x1/4 Cx W/ 3/8"Ø BOLTS @ 4'-0" O.C. MAX. TO FOLDING PARTITION TRACKFOLDING PARTITIONTOP TRACK (PER MFR)(E) W14x22PL 3/8"x 6"L3x3x1/4 3/163/163/163/163/163/163/1623/162CLIP AND BENT ANGLE LEG3/163/163/162 MIN.M A X .4 5 °MAX. 12"TYP.3/4" MAX.STUD WALL PERARCH. DWGS.(E) CONC. FILLEDMETAL DECK0.157" Ø HILTI X-UFASTENERS (ICCESR-2269) @ 12" O.C.(E) STEEL BEAM(E) STEELANGLEAT 4'-0" O.C.SEISMIC JOINT COVERPER ARCH. DWGS(E) COMMUNICATIONSCENTER STRUCTUREAND ROOFINGCONT.L4x4x1/4(E) 16 GAGE CONT. CLOSURE PL.T.O.F.FSEE ARCH DWGS.1/83-12V.I.F.11" CLR.C6x8.2 (LOW)(E) W21x44(E) W21x62(E) W21x62(E) W21x44(E )HSS6x6x3/16TYP.9FDLONGITUDINAL BRACE EA. ENDMIN. 3 TRANSVERSE BRACESMAX. TYP.SKEWED29.985°1S4017S401EQEQTYP.(E) BEAM PER PLANCx PER 5/-FOLDING PARTITIONTRACK (PER MFR)PL 3/8"x6" x4" LONG CENTERED IN Cx3/162CLIP AND BEND ANGLE LEG3/1623/162TRANSVERSE BRACE PER 1/-VERTICAL ANGLE PER 1/-CLIP AND BEND ANGLE LEG AS REQUIRED3/163/16MAX.45°MIN. 1"MAX. 1' - 0"HSS6x2x1/4600T162-43 W/(2) #10 @ 16" O.C.PL. 3/16"x3" @ 32" O.C. W/ (2) 3/8"⌀HILTI KB-TZ BOLTS W/ 2 3/4" EMBED6"x16" GA. SLIP TRACK W/ (2) #12 TO EA. PL.(E) CONC. SLABTOP BETWEEN SUPPORTSIN-LINE POSTCORNER POSTHSS6x6x1/4HSS6x6x1/4BASEPLATEBASEPLATE1/41/4600T150-54 TRACK TYP. (SIM.)11S40111S4011/4P.J.P.1/41/41" 4"1"1 1/2" 1 1/2" 6" 1 1/2"1 1/2"600T 150-54 TRACK BETWEEN POSTS1/41/4P.J.P.NOTE:ASSEMBLY AT 4'-0" O.C..HSS6x2x1/4(E) CONC. SLABTOP OF WALL(E) CONC. SLABHSS2x2x1/4WT5x24.5 x20"± W/ (4) 3/8"⌀HILTI KB-TZ BOLTS W/ 2 3/4" EMBED (6" GA.), TYP.HSS2x2x1/4TURN BRACKET 90° WHERE DECK RUNS PERPENDICULAR TO PARTITION3/163"3/16 3"3/16 3"3/16 3"3/16 3"3/16 3"3/16BUILT-UP 600S162-54 W/ 600T150-54HSS3x2x3/16 FLATBASE PLATE 1/2" THK. W/ (4) 3/8"⌀HILTI KB-TZ BOLTS W/ 2" EFFECTIVE EMBED, TYP. (ICC ESR-1917)HSS6x6x1/4 @ 4'-0" O.C.(E) CONC. SLAB1/41/41/8 2"1/8 2"(4) #12 SCREWS EA.SIDE OF SPLICEHSS POST600S162-54 W/(2) #12 @ 12" O.C.SPLICE WHEREOCCURSHSS POST BELOWSECTION 1SECTION 2ELEVATION -SECTION-Sec.1-Sec.210S401℄OF Wx 5/165/16℄OF HSS TYP. (E) HSST.O. 2ND FLOOR V.I.F. 12" ±℄OF HSS (E) Wx(E) HSS(E) HSSV.I.F.1/2" CLR.L3x3x1/2 x 4" LONG W/ (2) 1/2" THK STIFFENER PLATES 2" O.C.1/41/414S401T.O. 2ND FLOOR V.I.F. 12" ±℄OF HSS (E) HSS(E) HSS(E) HSSV.I.F.7 1/2" CLR.1/2" THK x4" PLATE W/ 1/2" THK STIFFENER PLATE CENTERED18S401(E) Wx W/ 1/4" STIFFENER PLATES1/41/4L6x3x1/2 x 4" LONG W/ (2) 1/2" THK. STIFFENER PLATES 2" O.C.5/165/16TYP. ℄OF STIFF. PL ℄OF HSS V.I.F.5 1/4" ±1/41/41/41/4 1/2"(E) HSS(E) WxPER PLANWT PER PLAN1/42"@8"1/42"@8"(E) CONC. OVER METAL DECK(E) ANGLEREMOVE WHERE INTERFERES WITH NEW REINFORCEMENT1/43/8"x3" CONT.BEARING PLATE1/43/8" PL. @ 24"C/CCONC. OVER METAL DECKLevel 2GRIDLAP SPLICEX X X X#4 EPOXY DOWELS AT 16" O.C.#4 EPOXY DOWELS AT 16" O.C.(E) WxPER PLANWT PER PLAN1/42"@8"1/42"@8"(E) CONC. OVER METAL DECKLevel 2GRIDA-AV.I.F. 1' - 4" TYP.TYP.2" MIN.MAX. 5" SQUARE OPENING CUT INTO (E) PRECAST PANEL, DO NOT CUT THROUGH BACKING STUDS, TYP.(E) PRECAST CONC. PANEL W/ BACKING STUDL4x4x1/4 EA. SIDE OF DUCT3' - 6" MAX.(E) DECK AT ROOF OR 2nd FLR.(E) PRECAST CONC. PANEL℄BM.(E)W BM.FINISH PER ARCH.20 GA. STL STUDS PER ARCH.(2) #10 SMS, TYP. EA. ANGLE16 GA. BENT PL. W/ (2) #10 SMS TO TRACK & ANGLE362T125-33 TRACK W/ #10 SMS EA. FLANGE TO STUDS, TYP. ALL AROUND(3) #10 SMS TO DUCT MIN., TYP. EA. ANGLEAA3/163/16PER MECHANICALEXTERIOR DUCTNOTE: SEE MECH. DWGS. FOR LOCATION OF DUCTWORK.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS401SECTIONS AND DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE1FOLDING PARTITION TRANSVERSE BRACINGNO SCALE8SEISMIC JOINT DETAILNO SCALE5FOLDING PARTITION TOP CONN. PARTIAL PLANNO SCALE7FOLDING PARTITION LONGITUDINAL BRACINGDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE9METAL STUD TOP BETWEEN SUPPORTS DETAILNO SCALE10METAL STUDS AT POSTNO SCALE12METAL STUD AT TOP OF WALL DETAILNO SCALE11METAL STUD DETAIL AND SECTIONNO SCALE14CONNECTION DETAILNO SCALE13EXISTING ENTRANCE STRUCTURE - CONNECTIONNO SCALE17(E) ENTRANCE STRUCTURE CONNECTION DETAILNO SCALE18CONNECTION DETAILNO SCALE2SECTION 1NO SCALE3SECTION 2NO SCALE19EXTERIOR DUCT SUPPORTCONSTRUCTION CHANGE 0104.14.21 ℄OF BEAM & COL.A1' - 1 1/2" ±(E) TUBE COL.(E) PRECAST PANEL(E) (8) 7/8" ⌀BOLTS(E) TUBE COL.(E) 1/2" GUSSET PL(E) FULL DEPTH STIFF. CONN.(E) FULL DEPTH STIFF. PL BEYOND(E) W21 (E) W24(E) W21 1/481/48(E) 1/2" GUSSET PL 1' - 3" ± 1' - 3" ±(E) W21 SLOPING(E) W21 1/41/4(E) W24 ℄OF BEAM A1' - 1 1/2" ±4℄OF BEAM PLANSECTION DETAIL(E) PRECAST PANEL(E) (6) 7/8"Ø BOLTSNOTE: ALL INFORMATION SHOWN IN THIS DETAIL REPRESENTS AN EXISTING CONDITION. CONTRACTOR SHALL VERIFY THE GEOMETRY, BOLTS, AND WELDS OF THIS CONNECTION. NOTIFY SEOR IF DETAILS OF THE EXISTING CONNECTION DIFFER, OR IF ANY ELEMENTS OF THIS CONNECTION ARE DAMAGED OR DETERIORATED. CONTRACTOR SHALL ASSUME FOR BIDDING THAT ADDITIONAL FILLET WELDING OF PLATES MATCHING THE QUANTITY OF WELD SHOWN IN THE DETAIL IS REQUIRED.-22℄OF BEAM & COL.A(E) PRECAST PANEL(E) 1/2" STIFF. PL(E)W18 COL. BEYOND(E) W21 (E) W27(E) W21 1/481/481' - 1 1/2"(E) 1/2" STIFF. PL1/4℄OF BEAM A6℄OF BEAM (E) W21 (E) W27 (E) W21 (E) W24 (E) W18COL. 4"5/8" PL X DEPTH OF CONN.(E) PRECAST PANEL(E) 1/2" STIFF. PLTOP & BOT.1/4TYP.1/41/4TYP. STIFF. PL TO COL WEB AND FLANGE1' - 1 1/2"PLANSECTION DETAILNOTE: ALL INFORMATION SHOWN IN THIS DETAIL REPRESENTS AN EXISTING CONDITION. CONTRACTOR SHALL VERIFY THE GEOMETRY, BOLTS, AND WELDS OF THIS CONNECTION. NOTIFY SEOR IF DETAILS OF THE EXISTING CONNECTION DIFFER, OR IF ANY ELEMENTS OF THIS CONNECTION ARE DAMAGED OR DETERIORATED. CONTRACTOR SHALL ASSUME FOR BIDDING THAT ADDITIONAL FILLET WELDING OF PLATES MATCHING THE QUANTITY OF WELD SHOWN IN THE DETAIL IS REQUIRED .-113"1/2"3/8" PLATE, TYP.HSS 4x4x1/4HSS 4x4x1/4MIN.3"ERECTION BOLT(E) W14x22HSS 4x4x1/43/163/161/41/43/8" STIFF. PL3/163/161/41/43/8" PL.3/163/16ROOF LEVEL PER ARCH.B.O. CEILING PER ARCH.NOTE: SEE ARCH. DWGS. FOR GLASS WALL DETAILS113/163/161/41/43/163/161/41/43/163/16HSS 4x4x1/4HSS 2x2x1/4ERECTION BOLT(E) W14x22HSS 4x4x1/4(2) 3/8" PL.3" MIN.3" MIN.1/41/4PL. TO PL.3/163/16ERECTION BOLT3" MIN.3" MIN.3" MIN.3" MIN.3/163/163/8" PL.1/41/43/8" PL.ERECTION BOLT3/163/16ROOF LEVEL PER ARCH.B.O. CEILING PER ARCH.NOTE: SEE ARCH. DWGS. FOR GLASS WALL DETAILS3/8" PLATE, TYP.HSS 4x4x1/4HSS 4x4x1/4MIN.3"ERECTION BOLT,TYP.(E) W14x223/163/161/41/43/8" STIFF. PL3/163/161/41/43/8" PL.3/163/161/41/411HSS 2x2x1/41/2"3/8" PL.ROOF LEVEL PER ARCH.B.O. CEILING PER ARCH.NOTE: SEE ARCH. DWGS. FOR GLASS WALL DETAILS113/163/161/41/43/163/161/41/43/163/16HSS 4x4x1/4HSS 2x2x1/4ERECTION BOLT(E) W14x22HSS 4x4x1/4(2) 3/8" PL.3" MIN.3" MIN.1/41/4PL. TO PL.3/163/16ERECTION BOLT3" MIN.3" MIN.3" MIN.3" MIN.3/163/163/8" PL.3/8" PL.3/163/16ROOF LEVEL PER ARCH.B.O. CEILING PER ARCH.ERECTION BOLT1/41/4NOTE: SEE ARCH. DWGS. FOR GLASS WALL DETAILS113/163/16HSS 4x4x1/4HSS 2x2x1/4ERECTION BOLTERECTION BOLTERECTION BOLTMIN.3"(E) W14x223/163/161/41/43/8" STIFF. PL1/41/43/8" PL.3/8" PL.1/41/43/163/16ROOF LEVEL PER ARCH.B.O. CEILING PER ARCH.NOTE: SEE ARCH. DWGS. FOR GLASS WALL DETAILSCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1 1/2" = 1'-0"S402SECTIONS AND DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE3EXISTING DRAG CONNECTION AT SALLY PORTNO SCALE1EXISTING DRAG CONNECTION AT SALLY PORTNO SCALE9GLASS WALL DETAIL 1NO SCALE11GLASS WALL DETAIL 2NO SCALE13GLASS WALL DETAIL 3NO SCALE15GLASS WALL DETAIL 4NO SCALE16GLASS WALL DETAIL 5CONSTRUCTION CHANGE 0104.14.21 A-AAAAA11/4" FILLET WELD HOLDBACK, TYP.CORNER CLIP (STRAIGHT OR CURVED) 1/2" RADIUS MIN.ROLLING DIRECTION OFCONTINUITY PLATECONTINUITY PLATECONT. PL. TO COL WEB ANDFLANGE-CASCADE CJP1 (MAX.)℄CONTINUITYPLATECURVED CLIPSTRAIGHT CLIPWELDWELDk-AREANOTES:1.PROVIDE BACKING AT ALL WELDS TO COLUMN FLANGES WITH 5/16" FILLET UNDER BACKING. kTYP. 1 1/2"TYP. 1 1/2"TYP.kCLIPCORNER5/8D1.8D1.8 8" 5 "W.P.W.P.BUILT UP HAUNCH W/ 3/4" THK x6" WIDE FLANGE AND 3/8" THK WEB, GR 50 STEEL1/41/4D.C.D1.8D.C.NOTE: SEE 16/-FOR ACCESS HOLE REQUIREMENTS.NOTES: 1. CONTRACTOR TO DEMO ROOFING AND METAL DECK AND REPLACE IN KIND AS REQUIRED TO CONSTRUCT CONNECTION RETROFIT. 2. GOUGE OUT EXISTING WELD AT TOP AND BOTTOM BEAM FLANGE AND PREPARE JOINTS FOR NEW WELD.3. CJP GROOVE WELD TOP AND BOTTOM FLANGES. AT TOP FLANGE, EITHER (A) REMOVE WELD BACKING, BACKGOUGE, AND ADD 5/16" MIN FILLET WELD, OR (B) LEAVE BACKING IN PLACE AND ADD 5/16" FILLET UNDER BACKING. AT BOTTOM FLANGE, REMOVE WELD BACKING, BACKGOUGE, AND ADD 5/16" MIN FILLET WELD.4.EXISTING WELD ACCESS HOLE MAY REMAIN UNMODIFIED.5.REMOVE ALL EXISTING BOLTS, SCREWS, SHOTPINS, WELDS, OR OTHER CONNECTIONS WITHIN THE PROTECTED ZONE. REMOVAL OF (E) WELDS ON STEEL BEAM SHALL BE IN ACCORDANCE WITH AWS D1.8 CLAUSE 6.18. VERIFY NO HOLES OCCUR IN THE BEAM WITHIN THE PROTECTED ZONE. METAL DECK ARC SPOT WELDS TO THE TOP BEAM FLANGE MAY REMAIN.(E) ROOF DECK(E) W18x119FULL HT. STIFF. PL. (EA. SIDE) PER SCHEDULE1" THK CONTINUITY PL.EA SIDE,SEE 3/-FOR WELDS,TYP.HAUNCH PERDETAIL 7/-, TYP.D.C., TYP.11S403'db'/2PROTECTED ZONE'db'W.P.W.P.W.P.W.P.TYP.5/16D1.8, TYP.D1.8, TYP.'db'/2'db'/2'db'/2PROTECTED ZONEBRACE BEAM WHERE OCCURS PER PLAN W/ FUL DEPTH STIFF. PL., SEE 2/S102. TYP.(E) ROOF DECK(E) W18x1193/8" THK x2-1/4" WIDE FULL HT. STIFF. PL. (EA. SIDE) 1" THK CONTINUITY PL. EA SIDE, SEE 3/-FOR WELDS,TYP.HAUNCH PERDETAIL 7/-, TYPD.C.'db'/2'db'PROTECTED ZONE11S403W.P.W.P.5/16D1.8D1.8'db/2'BRACE W BM. WHERE OCCURS PER PLAN W/ FULL DEPTH STIFF. PL., SEE 2/S102NOTE: SEE 2/- FOR NOTESNOTE: SEE 16/-FOR ACCESS HOLE REQUIREMENTS.22NOTES: (AWS D1.8)1. BEVEL AS REQUIRED BY FOR THE WPS.2.tbf OR 1/2", WHICHEVER IS LARGER (PLUS 1/2 tbf OR MINUS 1/4 tbf).3.THE MINIMUM DIMENSION SHALL 3/4tbf, OR 3/4", WHICHEVER IS GREATER. THE MAXIMUM DIMENSION SHALL BE tbf (+1/4").4.3/8" MINIMUM RADIUS (-0, +UNLIMITED).5.3 tbf (±1/2").6.THE WELD ACCESS HOLE FINISH SHALL HAVE A SURFACE ROUGHNESS OF NOT MORE THAN 500 MICRO INCH AND SHALL BE FREE OF NOTCHES AND GOUGES. AWS C4.1, CRITERIA FOR DESCRIBING OXYGEN-CUT SURFACES, AND OXYGEN CUTTING SURFACE ROUGHNESS GAUGE, SAMPLE 4, MAY BE USED AS A GUIDE FOR EVALUATING ROUGHNESS OF THESE SURFACES.7.TOLERANCE SHALL NOT ACCUMULATE TO THE EXTENT THAT THE ANGLE OF ANGLE HOLE CUT TO THE FLANGE SURFACE EXCEEDS 25°.8.SEE NOTES # 4, 5 AND 6 UNDER FABRICATION.47tbf51347tbf51366PROTECTEDZONENOTE:1. THIS DETAIL IS INTENDED TO ILLUSTRATE THE LOCATION OF THE "WARNING SIGN" AT THE PLASTIC HINGING ZONE."It is PROHIBITED to attach and to causepenetration or damage to the plastic hinging zones of steel moment-frames. These PROHIBITED conditions include bolts, holes, screws, shot pins, welds and tack welds (permanent or temporary). Failure to comply with these requirements may cause the replacement of steel."WARNING SIGNDO NOT MOVE OR REMOVE THIS SIGNPAINT HATCHEDREGION WITHYELLOW PAINTTEXT MAY BE PRINTEDON EITHER LIGHT GAGEPLATE OR ADHESIVEMATERIAL AND SHALL BE AFFIXED TO BOTH SIDE OF THE BEAM WITHINTHE PROTECTED ZONE.℄COLUMNW BM. PERPLANCOL. PERPLANK+1 -1/2"TYP.1_4"TYP.K+1-1/2"TYP.1_4"TYP.K1TYP.K1TYP.℄OF BM.WELDING TYP.1/2" RADIUS TYP.STL. PL. W/NOTCHED CORNERSAS SHOWN TYP.(E) W BM.(E) Wx(E) W18x119D.C., TYP.CONTINUITY PLATE, MATCH FLANGE PLATE THKCONTINUITY PLATE, MATCH FLANGE PLATE THK(E) 3/8" PLATE6"6"D.C.D.C., TYP.'db'PROTECTED ZONE'db/2'1/28AS403SIM.8BS403SIM.NOTE: SEE 1/- FOR NOTES(E) Wx(E) W18x119(N) CONTINUITY PLATE, MATCH FLANGE PLATE THK(N) CONTINUITY PLATE, MATCH FLANGE PLATE THK(E) 3/8" PLATETYP.6"TYP.6"D.C., TYP.D.C., TYP.NOTES: 1.YIELD STRENGTH OF ALL STEEL PLATES SHALL NOT EXCEED 45 KSI 2.GOUGE OUT EXISTING WELD AT TOP AND BOTTOM BEAM FLANGE AND PREPARE JOINTS FOR NEW WELD.3.CJP GROOVE WELD TOP AND BOTTOM FLANGES. AT TOP FLANGE, EITHER (A) REMOVE WELD BACKING, BACKGOUGE, AND ADD 5/16" MIN FILLET WELD, OR (B) LEAVE BACKING IN PLACE AND ADD 5/16" FILLET UNDER BACKING. AT BOTTOM FLANGE, REMOVE WELD BACKING, BACKGOUGE, AND ADD 5/16" MIN FILLET WELD.4.EXISTING WELD ACCESS HOLE TO REMAIN UNMODIFIED.5.CONTRACTOR TO DEMO (E) CONCRETE FILLED METAL DECK AS REQUIRED TO CONSTRUCT CONNECTION RETROFIT. REMOVE ALL HEADED STUDS AND WELDS WITHIN THE PROTECTED ZONE IN ACCORDANCE WITH AWS D1.8 CLAUSE 6.18. REPLACE CONCRETE FILLED DECK IN KIND AFTER CONSTRUCTION OF THE CONNECTION RETROFIT. ONLY ARC SPOT WELDS MAY BE USED TO CONNECT REPLACEMENT METAL DECK TO STEEL BEAM WITHIN THE PROTECTED ZONE.6.REMOVE ALL EXISTING BOLTS, SCREWS, SHOTPINS, WELDS, OR OTHER CONNECTIONS WITHIN THE PROTECTED ZONE. REMOVAL OF (E) WELDS ON STEEL BEAM SHALL BE IN ACCORDANCE WITH AWS D1.8 CLAUSE 6.18. VERIFY NO HOLES OCCUR IN THE BEAM WITHIN THE PROTECTED ZONE. METAL DECK ARC SPOT WELDS TO THE TOP BEAM FLANGE MAY REMAIN.1/2TYP.'db'TYP.'db/2'TYP.PROTECTED ZONE8AS4038BS403D.C., TYP.TYP.7 1/2"1/8" THK ASTM A36 STL PL.3/4D.C.3/4D.C. 9/16" THK ASTM A36 STL PL.SECTION B1/211 1/4" @ W27x BEAMS11" @ W27x BEAMSD.C.1/2D.C.SECTION ANOTES:1. D.C. INDICATES DEMAND CRITICAL WELDS.2. D1.8 INDICATES JOINTS SUBJECT TO THE REQUIRED OF AWS D1.8, BUT NOT DESIGNATED AS DEMAND CRITICAL WELDS.1. DC INDICATES DEMAND CRITICAL WELDS.2. D1.8 INDICATES JOINTS SUBJECT TO THE REQUIREMENTS OF AWS D1.8, BUT NOT DESIGNATED AS DEMAND CRITICAL WELDS.3. D1.1 INDICATES JOINTS SUBJECT TO THE REQUIREMENTS OF AWS D1.1.4. METAL DECK ARC SPOT WELDS ARE PERMITTED IN THE PROTECTED ZONE. ALL OTHER WELDED (PERMANENT OR TEMPORARY), BOLTED, SCREWED, OR SHOT-IN (POWDER DRIVEN) ATTACHMENTS FOR PERIMETER EDGE ANGLES, SHEAR STUDS, EXTERIOR FACADES, PARTITIONS, DUCT WORK, PIPING OR OTHER CONNECTIONS BEYOND THE BEAM-COLUMN WELD CONNECTION ARE PROHIBITED WITHIN THE PROTECTED ZONE.5. REFER TO AISC 341-16 SECTION J2 FOR ADDITIONAL REQUIREMENTS.GENERAL:1. COMPLY WITH REQUIREMENTS OF AISC-341, AND AWS D1.8. 2. ALL DOUBLERS PLATES AND CONTINUITY PLATES SHALL BE ASTM A572 GRADE 50.3. SHEAR STUDS AND MECHANICAL FASTENERS ARE NOT PERMITTED BETWEEN THE COLUMN FLANGE AND THE FAR END OF THE PROTECTED ZONE.4. PREHEAT ACCESS HOLES TO 150 DEGREES PRIOR TO THERMAL CUTTING.5. GRIND ACCESS HOLES SMOOTH TO A SURFACE ROUGHNESS OF 500 MICRO-INCHES OR BETTER. ACCESS HOLES SHALL BE FREE OF GOUGES AND NOTCHES. FOR THIS PURPOSE, A NOTCH OR GOUGE IS DEFINED AS ANY DEPRESSION DEEPER THAN THE OVERALL SURFACE ROUGHNESS.6. ACCESS HOLES SHALL BE INSPECTED FOR BASE METAL CRACKS, AND CRACKS FROM THERMAL CUTTING. INSPECT USING MAGNETIC PARTICLE TESTING OR LIQUID PENETRANT TESTING.FABRICATION:WELDING:1. ALL QA / QC OF WELDS SHALL BE PER SECTION J OF AISC 341-16 AND CHAPTERS 5 AND 7 OF AWS D1.8.2. WHERE WELDS ARE DESIGNATED AS DEMAND CRITICAL WELDS, THEY SHALL BE MADE WITH A FILLER METAL CAPABLE OF PROVIDING A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LB AT -20 °F, AND AT 40 FT-LB AT 70 °F WHEN THE STEEL FRAME IS NORMALLY ENCLOSED AND MAINTAINED AT A TEMPERATURE OF 50 °F OR HIGHER. FOR STRUCTURES WITH SERVICE TEMPERATURES BELOW +50 °F FOLLOWING COMPLETION OF STRUCTURE, THE MINIMUM CHARPY V-NOTCH OF 40 FT-LBS SHALL BE PROVIDED AT A TEST TEMPERATURE NOT MORE THAN 20 °F ABOVE THE LOWEST ANTICIPATED SERVICE TEMPERATURE.3. THE LOWEST ANTICIPATED SERVICE TEMPERATURE (LAST) IS 21 °F.4. THE WELDING ELECTRODE MANUFACTURER’S SPECIFICATIONS SHALL BE ATTACHED TO ALL WPS’S ON THE JOB. ALL WELDERS AND INSPECTORS SHALL BE INFORMED OF AND SHALL ADHERE TO THE WPS’S AND SHALL RETAIN A COPY. 5. COMPLY WITH AWS D1.1 SECTION 5.3 FOR STORAGE OF SMAW ELECTRODES. 6. FCAW ELECTRODES SHALL BE RECEIVED AND STORED IN THE ORIGINAL, UNDAMAGED MANUFACTURER PACKAGING UNTIL READY FOR USE. ELECTRODES IN PACKAGES THAT HAVE HAD THE INTERNAL PLASTIC WRAPPING DAMAGED SHALL NOT BE USED. MODIFICATION OR LUBRICATION OF AN ELECTRODE AFTER MANUFACTURE IS NOT PERMITTED, EXCEPT THAT DRYING IS PERMITTED AS RECOMMENDED BY THE MANUFACTURER. 7. ELECTRODE EXPOSURE OCCURING WHEN WELDING IS TO BE SUSPENDED FOR MORE THAN THE LESSER OF 8 HOURS OR AS PER MANUFACTURER'S INSTRUCTIONS, FCAW ELECTRODES SHALL BE REMOVED FROM MACHINES AND STORED IN AN ELECTRODE WIRE OVEN MAINTAINED AT A TEMPERATURE BETWEEN 250 AND 550 DEGREES FARENHEIT, OR AS RECOMMENDED BY THE MANUFACTURER. ELECTRODES NOT CONSUMED WITHIN 24 HOURS OF ACCUMULATED EXPOSURE OUTSIDE CLOSED OR HEATED STORAGE SHALL NOT BE USED. REFER TO AWS D1.8 SECTION 6.4 FOR ADDITIONAL REQUIREMENTS.8. STEEL BACKING BARS SHALL BE USED AT FULL-PENETRATION WELDS. TACK WELDS ATTACHING THE BACKING BARS TO THE STEEL PRIOR TO THE WELDING OF THE JOINT SHALL BE MADE WITHIN THE JOINT. 9. WHERE PRACTICABLE WELD TABS SHALL EXTEND A MINIMUM OF 1-INCH OR THE THICKNESS OF THE PART, WHICHEVER IS GREATER, BEYOND THE EDGE OF THE JOINT. WELDS TAB LENGTH NEED NOT EXCEED 2- INCHES. WHERE THERE IS INADEQUATE ACCESS FOR WELD TABS, SUCH AS WITH CLOSELY SPACED PIECES OR PIECES INTERSECTING AT ACUTE ANGLES, WELD ENDS MAY BE CASCADED FOR APPROXIMATELY ONE WELD SIZE. REFER TO AWS D1.8 SECTION 6.11 FOR ADDITIONAL REQUIREMENTS.10. END DAMS MAY BE PLACED AT THE OUTBOARD ENDS OF WELD TABS, PROVIDED THE WELD TABS AND END DAMS ARE REMOVED UPON COMPLETION OF THE WELD.11. MAXIMUM PREHEAT AND MAXIMUM INTERPASS TEMPERATURE PERMITTED IS 550 DEGREES FARENHEIT. MEASURE PREHEAT AT A DISTANCE NOT LESS THAN 1-INCH NOR EXCEEDING 3-INCHES FROM THE START OF THE WELD PASS. THIS MAXIMUM TEMPERATURE MAY BE INCREASED BY QUALIFICATION TESTING THAT INCLUDES WELD METAL AND BASE METAL CVN TESTING USING AWS D1.I. SEE AWS D1.8 SECTION 6.5.2 FOR ADDITIONAL REQUIREMENTS. 12. START AND STOP ALL TOP FLANGE WELD PASSES ON WELD TABS. 13. USE STRINGER PASSES ONLY (NO WEAVING OR WASH PASSES). 14. FLANGE AND CONTINUITY PLATE WELD PASSES SHALL BE PLACED IN HORIZONTAL LAYERS WITH EACH PASS THOROUGHLY DE-SLAGGED AND CLEANED-UP BY WIRE BRUSHING. WELDER SHALL INSPECT START OF EACH PASS NEAR THE ACCESS HOLE AREA TO ENSURE GOOD FUSION AND THAT WELD IS FREE FROM CRACKS, SLAG INCLUSIONS, AND EXCESSIVE POROSITY. BEAD PROFILES THAT ARE NOT CONDUCIVE TO GOOD FUSION SHALL BE GROUND, GOUGED, CHIPPED, OR OTHERWISE PREPARED TO ENSURE ADEQUATE FUSION. 15. START ROOT PASS OF BOTTOM FLANGE WELD BY REACHING PAST THE BEAM WEB THROUGH THE ACCESS HOLE. AFTER THE ARC IS INITIATED, WELD SHALL PROGRESS TOWARD THE FLANGE EDGE AND TERMINATE ON THE WELD TAB. CLEAN THE HALF-LENGTH ROOT PASS BEFORE PROCEEDING. THE ROOT PASS ON OTHER SIDE OF FLANGE SHALL BE COMPLETED PRIOR TO ANY OTHER WELDING ON FIRST SIDE - INITIATE ARC IN THE AREA OF THE START OF THE FIRST SIDE ROOT PASS. PROGRESS TOWARD THE FLANGE EDGE. TERMINATE ON THE WELD TAB, AND CLEAN THE SECOND HALF PASS. COMPLETE EACH SUBSEQUENT WELD PASS (BOTH SIDES OF FLANGE) IN THE SAME MANNER BEFORE BEGINNING THE NEXT PASS.16. AFTER COMPLETION OF TOP FLANGE AND CONTINUITY PLATE GROOVE WELDS, ADD REINFORCING FILLET WELD BETWEEN THE BACKING BAR AND COLUMN FLANGE. NO WELD SHALL BE PLACED BETWEEN THE BACKING BAR AND BEAM FLANGE, OR BETWEEN THE BACKING BAR AND CONTINUITY PLATE.17. WHERE USED, WELD TABS SHALL BE REMOVED TO WITHIN 1/8 INCH OF THE BASE METAL SURFACE AND THE END OF THE WELD FINISHED, EXCEPT AT CONTINUITY PLATES WHERE REMOVAL TO WITHIN 1/4 INCH OF THE PLATE EDGE SHALL BE PERMITTED. REMOVAL SHALL BE BY AIR CARBON ARC WELDING (CAC-A), GRINDING, CHIPPING, OR THERMAL CUTTING. THE PROCESS SHALL BE CONTROLLED TO MINIMIZE ERRANT GOUGING. THE EDGES WHERE WELD TABS HAVE BEEN REMOVED SHALL BE FINISHED TO A SURFACE ROUGHNESS OF 500 MICROINCHES OR BETTER. THE CONTOUR OF THE WELD END SHALL PROVIDE A SMOOTH TRANSITION TO ADJACENT SURFACES, FREE OF NOTCHES, GOUGES AND SHARP CORNERS. WELD DEFECTS GREATER THAN 1/16 INCH DEEP SHALL BE EXCAVATED AND REPAIRED BY WELDING IN ACCORDANCE WITH AN APPLICABLE WPS. OTHER WELD DEFECTS SHALL BE REMOVED BY GRINDING, FAIRED TO A SLOPE NOT GREATER THAN 1:5. 18. REMOVE BACKING BAR AT BOTTOM FLANGE WELD. BACKGOUGE WELD ROOT TO SOUND METAL. CLEAN-UP BY GRINDING AND BACKWELD UNTIL FLUSH. GRIND WELD SURFACE TO A ROUGHNESS OF 500 MICRO-INCHES OR BETTER. ADD REINFORCING FILLET BETWEEN BOTTOM OF BEAM FLANGE AND COLUMN FLANGE.1. CONTINUOUS VISUAL INSPECTION IS REQUIRED FOR ALL MOMENT CONNECTION WELDING. INSPECTORS SHALL BE AWS CERTIFIED WELDING INSPECTORS (CWI) OR SENIOR CERTIFIED WELDING INSPECTORS (SCWI) AS DEFINED BY AWS QC1 “STANDARD AND GUIDE FOR QUALIFICATION AND CERTIFICATION OF WELDING INSPECTORS”. 2. ALL COMPLETED FULL-PENETRATION FLANGE AND CONTINUITY PLATE WELDS SHALL BE TESTED BY ULTRASONIC TESTING (UT) AND MAGNETIC PARTICLE TESTING OVER THE FULL LENGTH OF THE JOINT. TESTING OF INTERMEDIATE WELD PASSES IS NOT REQUIRED.3. ALL COLUMNS AT WELDED MOMENT CONNECTIONS WITH FLANGES 11/2 INCHES THICK AND THICKER SHALL BE ULTRASONICALLY TESTED IN ACCORDANCE WITH ASTM A898 PRIOR TO WELDING FOR EVIDENCE OF LAMINATIONS, INCLUSIONS, OR OTHER DISCONTINUITIES. THE AREA TO BE TESTED IS A ZONE 3-INCHES ABOVE AND BELOW EACH BEAM FLANGE CONNECTION. 4. AFTER WELDING CONTINUITY PLATES, TEST COLUMN WEBS FOR CRACKING BY MAGNETIC PARTICLE OVER A ZONE 3-INCHES ABOVE AND BELOW THE CONTINUITY PLATE WELDS. 5. TEST BOTTOM FLANGE REINFORCING FILLET WELD AND ADJACENT AREA OF BEAM AND COLUMN FLANGE BY MAGNETIC PARTICLE.6. UT TECHNICIANS SHALL BE CERTIFIED AS NDT LEVEL II BY THEIR EMPLOYER, OR AS NDT LEVEL III CERTIFIED BY THE ASNT. ALL FILLET WELDS SHALL BE MAGNETIC PARTICLE TESTED OVER THE FULL LENGTH OF THE JOINT. (NDT = NON-DESTRUCTIVE TESTING, ASNT = AMERICAN SOCIETY OF NON-DESTRUCTIVE TESTING). REFER TO AISC 341-16 SECTION J3 AND AWS D1.8 SECTION 7.3 FOR QA AGENCY REQUIREMENTS.WELDING INSPECTION & TESTING:CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS403STEEL MOMENT FRAME DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE3CONTINUITY PLATE WELDSNO SCALE7WELDED HAUNCH CONNECTIONNO SCALE2WELDED HAUNCH CONNECTION - ROOF LEVELNO SCALE10WELDED HAUNCH END CONNECTION - ROOF LEVELNO SCALE16WELD ACCESS HOLESNO SCALE12WARNING SIGN AT PROTECTED ZONENO SCALE11STL. PL. @ (E) W BEAMNO SCALE9WELDED FLANGE PLATE CONNECTION - SECOND FLOORNO SCALE1WELDED FLANGE PLATE CONN.- SECOND FLOORDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-20201" = 1'-0"8CONNECTION DETAILNO SCALE13SLRS MOMENT CONNECTION NOTESCONSTRUCTION CHANGE 0104.14.21 3/8" FULL HT. STIFFENER PL(E) PRECAST CONCRETE PANEL W/ STEEL STUD FRAME BACKING(E) MOMENT FRAME BEAM(E) CONCRETE FILLED DECK HSS5x3x3/8 CENTERED BETWEEN PANEL STUDSSHIM AS REQUIRED℄16 GAGE BENT PLATE 20S4041/41/43/163/16PATCH AREA W/ NON-SHRINK GROUT, SEE 1 AND 9/S403 MAX.10"3/8" FULL HT. STIFFENER PL(E) PRECAST CONCRETE PANEL W/ STEEL STUD FRAME BACKING(E) MOMENT FRAME BEAM(E) CONCRETE FILLED DECK ℄PROVIDE DOUBLE NUT AND WASHER, FINGER TIGHTEN NUT AND TACK WELD TO THREADED ROD OR DAMAGE THREADS OF ROD, TYP EA. SIDE OF ROD 3/4"Ø F1554 GR. 55 THREADED ROD CENTERED IN SLOTTED HOLES EA ENDL4x3-1/2x1/4 x4" LONG (LLH) W/ 2" HORIZ. SLOTTED HOLE2S4061S4063/163/163/163/16PROVIDE PTFE PAD OR COATING ON BOTH SIDES OF SLOTTED PLATE, TYP3/8" FULL HT. STIFFENER PL(E) PRECAST CONCRETE PANEL W/ STEEL STUD FRAME BACKING(E) MOMENT FRAME BEAM(E) METAL DECK ROOFHSS5x3x3/8 CENTERED BETWEEN PANEL STUDSSHIM AS REQUIRED℄MAX. 1" GAP7S4041/41/41/41/43/163/1616" MAX.CL PANEL CONNECTIONS(E) PRECAST PANEL(E) PANEL GRAVITY CONNECTION TO REMAIN(E) TIE-BACK CONNECTION TO REMAINTOP OF STEEL BEAM AT ROOFNOTES:1. CONTRACTOR TO VERIFY DIMENSION FROM CL OF PANEL CONNECTION TO CL OF MOMENT FRAME COLUMN IN FIELD. WHERE ANY PART OF THE EXISTING PANEL CONNECTION ATTACHES TO THE MOMENT FRAME BEAM WITHIN THE PROTECTED ZONE, NEW PANEL CONNECTIONS SHALL BE INSTALLED AND EXISTING CONNECTIONS REMOVED PER 6/S406. 2. COMPLETE ALL NEW CONNECTION WORK ON A PANEL PRIOR TO REMOVAL OF ANY EXISTING CONNECTIONS AND PRIOR TO CUTTING ACCESS HOLES IN THE PANEL.3. SEE S403 FOR MOMENT FRAME RETROFIT DETAILS.4. METAL DECK, ROOFING, AND INTERSECTING FRAMING NOT SHOWN FOR CLARITYMAX. 2'- 0"V.I.F.VARIESV.I.F.VARIESCL MOMENT FRAME COLUMNCL PANEL CONNECTIONSLOCATE NEW GRAVITY CONNECTION IN TO NEXT BAY OF VERTICAL STUDS THAT WILL NOT BE CUT FOR ACCESS WHERE ACCESS HOLE IN PANEL OCCURS BELOW (E) CONNECTION LOCATIONHSS6x3x3/8,TYP.(E) TIE-BACK CONNECTION, REMOVE PER 6/S406 WHERE CONNECTION OCCURS WITHIN PROTECTED ZONE(E) PANEL GRAVITY CONNECTION, REMOVE PER 6/S406 WHERE CONNECTION OCCURS WITHIN PROTECTED ZONESEE 2 AND 10/S403PROTECTED ZONESEE 2 AND 10/S403PROTECTED ZONE(E) MOMENT FRAME BEAM, TYP.3S4044 SIDESCLR.3" MIN.PANEL JOINT OR END OF PANEL, WHERE OCCURS, TYP1/4(1/4)3 SIDESTYP.5/165/8" CAP PL, TYP.TYP.PROVIDE NEW PANEL TIE-BACK CONNECTION PER 5/S406CL PANEL CONNECTIONS(E) PRECAST PANEL(E) PANEL GRAVITY CONNECTION TO REMAIN(E) TIE-BACK CONNECTION TO REMAINTOP OF STEEL BEAM AT 2ND FLOORNOTES:1. CONTRACTOR TO VERIFY DIMENSION FROM CL OF PANEL CONNECTION TO CL OF MOMENT FRAME COLUMN IN FIELD. WHERE ANY PART OF THE EXISTING PANEL CONNECTION ATTACHES TO THE MOMENT FRAME BEAM WITHIN THE PROTECTED ZONE, NEW PANEL CONNECTIONS SHALL BE INSTALLED AND EXISTING CONNECTIONS REMOVED PER 6/S406 2. VERTICALLY ALIGN NEW PANEL GRAVITY CONNECTION WITH (E) PANEL GRAVITY CONNECTION.3. CONTRACTOR TO PROVIDE TEMPORARY OUT-OF-PLANE BRACING FOR THE PANEL WHERE EXISTING TIE-BACK CONNECTION IS TO BE REMOVED UNTIL CONSTRUCTION OF NEW GRAVITY AND TIE-BACK CONNECTIONS IS COMPLETE.4. COMPLETE ALL NEW CONNECTION WORK ON A PANEL PRIOR TO REMOVAL OF ANY EXISTING GRAVITY CONNECTIONS AND PRIOR TO CUTTING ACCESS HOLES IN THE PANEL.5. SEE S403 FOR MOMENT FRAME RETROFIT DETAILS.6. CONCRETE FILLED METAL DECK, AND INTERSECTING FRAMING NOT SHOWN FOR CLARITYV.I.F.VARIESV.I.F.VARIESCL MOMENT FRAME COLUMNCL PANEL CONNECTIONS(E) TIE-BACK CONNECTION, REMOVE PER 6/S406 WHERE CONNECTION OCCURS WITHIN PROTECTED ZONE(E) PANEL GRAVITY CONNECTION, REMOVE PER 6/S406 WHERE CONNECTION OCCURS WITHIN PROTECTED ZONESEE 1 AND 9/S403PROTECTED ZONESEE 1 AND 9/S403PROTECTED ZONE(E) MOMENT FRAME BEAM, TYP.11S404MAX. 2'-0"15S40419S4044 SIDESPANEL JOINT OR END OF PANEL, WHERE OCCURS, TYPMIN. CLR.3"1/4(1/4)3 SIDES5/165/8" CAP PLTYP.HSS6x3x3/8EQ. 8"EQ.V.I.F. 16"(E) PRECAST CONCRETE PANEL W/ STEEL STUD BACKINGL5x4x5/16 (LLH) W/ 2 -3/8" STIFFENERSTYP. EA STUD1/41/4TYP.1/41/41/81/83 1/2"EQ. 6"EQ.V.I.F. 12"(E) PRECAST CONCRETE PANEL W/ STEEL STUD BACKINGL5x4x5/16 (LLH) W/ 2 -3/8" STIFFENERS1/41/41/41/81/8TYP. EA STUDTYP. L4x4x1/4 x6" LONG4"x2"x1/4" x6" LONG BENT PL (LLH)2 -3/4"Ø A307 THRU BOLTS(E) WF COLUMN3/163/16MAX.3/8"CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS404PRECAST PANEL RETROFIT DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE15NEW PRECAST PANEL GRAVITY CONN. AT 2ND FLOORNO SCALE11PRECAST PANEL TIE-BACK CONN. AT 2ND FLOORNO SCALE3NEW PRECAST PANEL GRAVITY CONNECTION AT ROOFNO SCALE1INTERIOR ELEVATION OF PRECAST PANEL AT ROOF LEVELNO SCALE9INTERIOR ELEVATION OF PRECAST PANEL AT 2ND FLOORNO SCALE7DETAILNO SCALE20DETAILNO SCALE19DETAILDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 (E) FDN.INTERIOR ELEVATIONRETROFIT PER 11/S406WHERE (E) CONNECTIONIS MISSING, DAMAGED ORDIFFERS FROM DETAILING SHOWN ON THESE DRAWINGS, SEE NOTE 1.(E) PRECAST PANEL ABOVECUT LINE, TYP.(E) 1/4" THK. STL. PL. WELDED TO PANEL BACKING STUDS, TYP., CUT PLATES HORIZONTALLY ACROSS WITHIN VERTICAL GAP BETWEEN PANELS, CUT SHALL PROVIDE 1/4" MIN BETWEEN REMAINING PIECES OF PLATEPROVIDE 1/4" THK. STL PL. PER 4/S406, MIN. (2) PER PANEL. NEW PLATES SHALL BE LOCATED SYMMETRICALLY ON EITHER SIDE OF PANEL CENTERLINE(E) 5/8"⌀THREADED ROD ANCHOR, CENTERED BETWEEN STUDS, TYP.(E) 1/4" STL. PLATES WELDED TO STUDS, TYP.NOTES:1. CONTRACTOR TO VERIFY CONNECTION OF (E) PRECAST PANELS TO (E) CONCRETE FOUNDATION AS SHOWN. WHERE EXISTING CONNECTIONS ARE MISSING, DAMAGED OR DIFFER FROM DETAILING SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL NOTIFY SEOR AND RETROFIT CONNECTION PER 11/S406. IT SHALL BE ASSUMED FOR BIDDING THAT 20 PRECAST PANEL CONNECTIONS TO (E) FOUNDATION REQUIRE RETROFIT.2. NEW CONNECTION PLATES TO PRECAST PANEL ABOVE SHALL BE INSTALLED PRIOR TO CUTTING EXISTING CONNECTION PLATES AT TOP OF GROUND LEVEL PRECAST PANEL.3. RETROFIT OF PLATE CONNECTIONS AT TOP OF GROUND LEVEL PRECAST PANELS SHALL BE PERFORMED FOR ALL PANELS BELOW A PANEL ABOVE, APPROXIMATELY 45 PRECAST PANELS TOTAL.4. WHERE PLATE CONNECTIONS AT TOP OF PRECAST PANELS AS SHOWN OCCUR BETWEEN THE 2ND FLOOR AND ROOF LEVEL PANELS, CONNECTIONS SHALL BE CUT AND RETROFIT PER THIS DETAIL AND 4/S406. IT SHALL BE ASSUMED FOR BIDDING THAT ALL 2ND FLOOR PRECAST PANELS BELOW WINDOWS REQUIRE CONNECTION RETORFIT, APPROXIMATELY 19 PRECAST PANELS TOTAL.28"+/-, TYP.9' - 0" V.I.F.2' - 0" +/-, TYP.V.I.F.12' - 0"TYP.1' - 4"36" MAX., TYP.CUT (E) HSS WHERE OCCURS & PROVIDE 1/4" THK. SHAPED STEEL PL. PER 12/S406, TYP. OF (2) LOCATIONS PER PANEL(E) PRECAST PANEL ABOVE(E) WINDOW & FRAME, TYP.(E) HSS 2 1/2x2 1/2x3/16 WELDED TO STUDS, TYP.RETROFIT PER 11/S406 WHERE (E) CONNECTION IS MISSING, DAMAGED OR DIFFERS FROM DETAILING SHOWN ON THESE DRAWINGS, SEE NOTE 1.(E) FDN.(E) 1/4" STL. PLATES WELDED TO STUDS, TYP.(E) 5/8"⌀THREADED ROD ANCHOR, CENTERED BETWEEN STUDS, TYP.12'-0" V.I.F.V.I.F.7' - 0"V.I.F.9' - 0"NOTES:1. CONTRACTOR TO VERIFY CONNECTION OF (E) PRECAST PANELS TO (E) CONCRETE FOUNDATION AS SHOWN. WHERE EXISTING CONNECTIONS ARE MISSING, DAMAGED OR DIFFER FROM DETAILING SHOWN ON THESE DRAWINGS, CONTRACTOR SHALL NOTIFY SEOR AND RETROFIT CONNECTION PER 11/S406. IT SHALL BE ASSUMED FOR BIDDING THAT 22 PRECAST PANEL CONNECTIONS TO (E) FOUNDATION REQUIRE RETROFIT.2. CONCTRACTOR SALL PROVIDE OUT-OF-PLANE SUPPORT FOR GROUND LEVEL PRECAST PANELS WHILE CONNECTIONS AT THE TOP OF PANEL ARE CUT AND RETROFIT.3. RETROFIT OF HSS CONNECTIONS AT TOP OF GROUND LEVEL PRECAST PANELS SHALL BE PERFORMED FOR ALL PANELS BELOW WINDOWS, APPROXIMATELY 50 PRECAST PANELS TOTAL.4. WHERE HSS CONNECTIONS AT TOP OF PRECAST PANELS AS SHOWN OCCUR BETWEEN THE 2ND FLOOR AND ROOF LEVEL PANELS, CONNECTIONS SHALL BE CUT AND RETROFIT PER THIS DETAIL AND 4/S406. IT SHALL BE ASSUMED FOR BIDDING THAT ALL 2ND FLOOR PRECAST PANELS BELOW WINDOWS REQUIRE CONNECTION RETORFIT, APPROXIMATELY 35 PRECAST PANELS TOTAL.INTERIOR ELEVATIONNESTED STUDS, EXTEND(2) BACKING STUDS MIN.BEYOND EDGE OF DOOROPENING(E) FDN.NEW DOOR OPENINGPER ARCH.CUT & BEND TRACK,ATTACH TO TOPTRACK W/ #10 SMS3"x16 GA. PL.@ 4'-0" O.C.VERT.EDGE OF(E) PRECAST PANEL#10 SMS TO EA. STUD(E) PRECAST PANEL ABOVEINTERIOR ELEVATIONPANEL RETROFIT CONNECTION PER 4/S406,LOCATE NO MORE THAN 1 STUD BAY PASTEDGE OF DOOR OPENING, DO NOT LOCATEABOVE DOOR OPENINGPROVIDE CONNECTION TO FTG. PER11/S406, LOCATE NO MORE THAN 1 STUD BAY EDGE PAST EDGE OF DOOR OPENINGNOTE:1. SEE 1/-FOR REMAINDER OF PRECAST PANEL RETROFIT AND INFORMATION NOT SHOWN.TYP.6" MAX.MAX.6"TYP.6" MAX.1/8TYP.V.I.F.9' - 0"7' - 0"1/8TYP.17S40517S40518S405SIMNEW DOOR OPENINGPER ARCH.INTERIOR ELEVATION(E) FDN(E) PRECAST PANEL ABOVENESTED STUDS, EXTEND(2) BACKING STUDS MIN.BEYOND EDGE OF DOOROPENINGPROVIDE 16 GA.TRACK AT TOPOF OPENING(E) HSS2 1/2x2 1/2x3/16WELDED TO STUDS, TYP.#10 SMS TO TOBOTTOM TRACK, TYP.NOTE:1. SEE 3/-FOR REMAINDER OF PRECAST PANEL RETROFIT AND INFORMATION NOT SHOWN.1/82-12TYP.1/8TYP.EA.END1/8TYP.EA.END20S40519S40519S405V.I.F.9' - 0"V.I.F.7' - 0"O.H.600T150-54FACE OF (E) PRECAST PANEL600T200-54UNPUNCHED600S200-54UNPUNCHED#10 SMS @ 6" O.C.EA. FLANGE(E) PRECASTPANEL(E) PANELBACKING STUDS(E) PANELBACKING STUDS600T150-54FACE OF (E) PRECAST PANEL2"400T200-54UNPUNCHED400S200-54UNPUNCHED#10 SMS @ 6" O.C.EA. FLANGE(E) PANELBACKING STUDS(E) PRECASTPANEL(E) WINDOWFRAME, V.I.F.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS405PRECAST PANEL RETROFIT DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010DATE SIGNED:NASNGI ALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-20201" = 1'-0"1RETROFIT OF GROUND LEVEL PRECAST PANELS DIRECTLY BELOW PANEL ABOVE1" = 1'-0"3RETROFIT OF GROUND LEVEL PRECAST PANELS BELOW WINDOWS1" = 1'-0"9PRECAST PANEL AT EAST ELEVATION WITH NEW DOOR1" = 1'-0"11PRECAST PANEL AT WEST ELEVATION WITH NEW DOOR6" = 1'-0"17DOOR OPENING EDGE DETAIL6" = 1'-0"18HEADER DETAIL6" = 1'-0"19DOOR OPENING EDGE DETAIL6" = 1'-0"20HEADER DETAIL1 04/14/21 CONSTRUCTION CHANGE 011104-09-2021CONSTRUCTION CHANGE 0104.14.21 V.I.F. 16"(E) PRECAST CONCRETE PANEL W/ STEEL STUD BACKINGL4x4x1/4 SPANNING 2 STUDS MIN(E) CONC. FILLED METAL DECKCHIP OUT (E) CONCRETE FILLED METAL DECK AS REQUIRED TO INSTALL NEW CONNECTION. DO NOT CUT OR DAMAGE (E) HEADED STUDS.FORM AREA OF CHIPPED CONCRETE WITH 16 GAGE BENT PLATE AND FILL WITH NON-SHRINK GROUT AFTER TIE-BACK CONNECTION HAS BEEN INSTALLED250T150-54 BLOCKING W/ 2 -#12 SMS TO EA. STUD, CUT FLANGES AND BEND WEB AT ENDS. EXTEND BLOCKING ONE STUD BAY BEYOND CONNECTION EA. SIDE.600T250-54 UNPUNCHED BACKING TRACK, CUT FLANGES AROUND SUPPORTING STUDS. WELD TO SUPPORTING STUDS WITH 1/16" FILLET WELDS TOP AND BOTT.3/162" MIN.(E) EMBEDDED BACKING STUD ON PRECASTPANEL, TYP.L5x4x1/4 x3" LONG MIN (LLV) W/ 2" VERTICALLY SLOTTED HOLE1/1616" V.I.F.TYP. AT EA STUDTYP. ATEA STUD(E) EMBEDDED BACKING STUD ON PRECAST PANEL, TYP.4" LONG SLOTTED HOLEL4x4x1/43/162" MIN.1/16V.I.F. 16"L 4x4x1/4(E) PRECASTCONCRETEPANEL W/STEEL STUDFRAMEBACKING3/4"Ø ASTM A325 BOLTPROVIDE 4" VERTICALLYSLOTTED HOLE IN ANGLEFOR THREADED ROD(E) STEEL BEAM3/4"Ø ASTM F1554 GR. 55THREADED RODCENTERED IN SLOTTEDHOLES EA ENDPROVIDE DOUBLE NUT AND WASHER, FINGER TIGHTEN NUT AND TACK WELD TO THREADED ROD OR DAMAGE THREADS OF ROD, TYP EA. SIDE OF ROD3/163/16(E) FL. OR ROOF DECK.3S406TYP. 1 1/2" MIN.3/4"Ø A325 BOLT W/ 1 1/2" MIN EDGE DISTANCE AT ANGLE AND PLATE3/8" STL PL(E) BM1/41/4PROVIDE PTFE PAD OR COATING ON BOTH SIDES OF SLOTTED PLATE, TYP#10 SMS TO TRACK, TYPINTERIOR FACE OF (E) PRECAST FACADE PANELNOTES:1. CONTRACTOR TO REMOVE AND REPLACE INSULATION AS REQUIRED.2. INSTALL NESTED STUD WELDED TO INTERIOR FACE OF STUDS ABOVE OPENING PRIOR TO CUTTING PANEL.3. WHERE NEW OPENING DOES NOT EXTEND TO THE END OF A PANEL, PROVIDE SIMILAR NEW FRAMING ON BOTH SIDES OF OPENING.(1/8)NESTED STUD, EXTEND 2 BACKINGSTUDS MIN BEYOND EDGE OF CUT (E) BACKINGTRACK, WHERE OCCURS(E) 16 GA. BACKING STUDS AT 16" O.C. TYP, V.I.F.END OF PRECAST PANEL, WHERE OCCURS16 GAx2"x2" BENT PL W/ #10 SMS TO EA LEG, TYPCUT TRACK AND EXTEND INTERIOR FLANGE TO NEXT BACKING STUD, TYP600T150-54 W/ #10 SMS TO EA (E) BACKING STUD, TYPMAX. 6 "CUT AND BEND VERTICAL TRACK WEB, TYPEDGE OF NEW OPENING CUT IN PRECAST PANEL600T150-54, CUT TRACK AND EXTEND INTERIOR FLANGE OVER TRACK AT TOP & BOTTOM, BEND TO FIT BEHIND (E) BACKING TRACK WHERE OCCURSTYP EA STUD(1/8)AABB(E) STEEL ANGLEREMOVE (E) WELDED STEEL ANGLE AND GRIND SURFACE SMOOTH(E) PRECASTPANELUNBOLT AND REMOVE (E)THREADED ROD AND ANGLEBRACEUNBOLT ANDREMOVE (E)ANGLE BRACENOTES:1. REMOVAL OF WELDS ON STEEL BEAM SHALL BE IN ACCORDANCE WITH AWS D1.8 CLAUSE 6.18. 2. DO NOT DAMAGE BEAM WEB OR FLANGES DURING REMOVAL OF EXISTING STEEL ELEMENTS. VISUALLY EXAMINE BEAM AFTER REMOVAL OF WELDS TO ENSURE NO CRACKS OR DAMAGE EXISTS. NOTIFY SEOR IMMEDIATELY IF ANY CRACKING OR DAMAGE IS OBSERVED WITHIN THE MOMENT FRAME BEAM.3. DEMOLITION OF EXISTING CONNECTIONS SHALL OCCUR ONLY AFTER NEW CONNECTIONS PER 5/S406 HAVE COMPLETELY BEEN CONSTRUCTED.(E) STEEL ANGLEREMOVE (E) WELDED WEB STIFFENERS AND GRIND SURFACES SMOOTH(E) STEEL MOMENT FRAME BEAMREMOVE (E) WELDED STEEL TUBE AND GRIND SURFACES SMOOTH(E) PANEL BACKINGSTUDS, TYP.(E) GROUND LEVELPRECAST PANEL(E) PRECASTPANEL ABOVE(2) 1/2"∅BOLTS W/ WASHERSCENTERED IN 6" LONG SLOTTED HOLE,FINGER TIGHTEN NUT & TACK WELD TO BOLT OR DAMAGE THREADS OF BOLT,TYP.1/4" THK. STL. PL.8" MIN.TYP.1/4" MIN.3/4"V.I.F.1/2" GAPAA(E) PRECASTPANEL(E) PANEL BACKINGSTUDS, TYP.STL. SHIM PL.AS REQ'D.PROVIDE PTFE PADOR COATING ONBOTH SIDES OFSLOTTED PL.A-A1/8A-A(E) PANEL BACKINGSTUDS, TYP.1/4"x2" WIDE STL PL. CENTERED BETWEEN BACKING STUDS(E) CONC. S.O.G. & FTG.(E) PRECAST PANEL(2) 1/2"∅HILTI KB-TZ W/ 3 1/4" MIN.EFFECTIVE EMBED (ICC ESR-1917)(E) PANEL BACKINGSTUDS, TYP.MIN.4"MIN.1"MIN.1 1/2"1/4" STL. PL.AA1/83 1/2"1/81/2" MIN.(E) PRECASTPANEL(E) PANEL BACKINGSTUDS, TYP.PROVIDE PTFE PADOR COATING ON BOTH SIDES OF SLOTTED PL.A-ASTL. SHIM PL.AS REQ'D.(E) HSS2 1/2x2 1/2(E) PANEL BACKINGSTUDS, TYP.(2) 1/2"∅BOLTS W/ WASHERS CENTERED IN 6" LONG SLOTTED HOLE, FINGERTIGHTEN NUT & TACK WELD TO BOLTOR DAMAGE THREADS OF BOLT , TYP.(E) PRECAST PANEL(E) GLAZING &FRAMING, TYP.(E) HSS2 1/2x2 1/21/4" THK. SHAPED STL. PL.(2) 1/2"∅ BOLTS1/4" THK. STL. PL.(E) GLAZINGFTAME8" MIN.MIN.1/4"MIN.1/4"MIN.1"3/4"V.I.F.1/2" GAP1/81/8AAA-A600T200-54 UNPUNCHED600S200-54 UNPUNCHED#10 SMS @ 6" O.C. EA FLANGE16 GA. TRACKEXTERIOR FACE OF (E) PRECAST PANEL(E) 16 GA. BACKING STUDSB-BCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS406PRECAST PANEL RETROFIT DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE1DETAILNO SCALE2DETAILNO SCALE3DETAILNO SCALE5NEW TIE-BACK CONNECTIONNO SCALE9CUT EDGES OF PRECAST PANELSDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE6(E) PRECAST PANEL CONNECTION DEMOLITIONNO SCALE4PRECAST PANEL RETROFIT - TYPICAL CONNECTION DETAILNO SCALE11PRECAST PANEL RETROFIT - BASE CONNECTION DETAILNO SCALE12PRECAST PANEL RETROFIT - TYPICAL CONNECTION GLAZINGCONSTRUCTION CHANGE 0104.14.21 HSS COL. PER PLANHSS BEAMPER PLANHSS BEAMPER PLANSLOPE PER ARCH. DWGS.HSS BEAMPER PLAN(3/16)1/41/4TYP.(3/16)1/4(3/16)(3/16)GAGE STEEL DRAINAGE CLIP PER ARCH. DWGS. W/ 1/4"Ø SS SMS @ 12" O.C. TO HSSS4076SIM.1/48S407TYP.TYP.TYP.AL1 1/4" BASE PL. W/ (4) 1" ∅ASTM F1554 GR. 55 HEADED BOLTSC OF COL. & PL.HSS COL.PER PLANHSS COL.1" NON-SHRINKGROUTALC OF COL. & PL.#4 @ 3" O.C.FTG. PER 1/-PLAN SECT. A -A5/161' - 1"1 1/2"1 1/2"10"1 1/2"1 1/2"10"D.C.NOTE:D.C. INDICATES DEMAND CRITICAL WELDSHSS BEAM PER PLANC BEAM PER PLANROOF DECK PER PLANHSS BEAM PER PLANHSS BEAM PER PLAN ℄HSS & C BEAM1/41/4PL. 3/8" ON BACK SIDE OF HSS BM. W/ (2) 7/8"⌀THRU BOLTS(1/8)3-12(1/8) 3-12(1/8) 3-121 1/2"3"1 1/2"MIN. 1 - 1/2"MIN. 1 - 1/2"3/8" THK. SKEWED PL. AT EA. BM. W/ 7/8"⌀THRU BOLTC6 BM. PER PLANC6 BM. PER PLANHSS COL. OR PIPE PER PLAN(1/8)HSS BEAM PER PLAN℄OF COL.ALL AROUND1/2" TYP.1/41/4PROVIDE CAP PL PER 12/S102(3/16)(3/16)TYP.PIPE COL. PER PLANHSS BEAM PER PLAN, TYP.℄OF COL.1/41/41/4NOTE:1. SEE 6/- & 7/- FOR INFORMATION NOT SHOWNCURVED C BEAM PER PLAN(3/16)ALL AROUND1/2" TYP.T & BPL. & CONNECTION PER 7/-(3/16)(3/16)TYP.(3/16)T&B, TYP.METAL DECKPER ARCH'LHSS BEAMPER PLANHSS BEAMPER PLANHSS COL. PER PLANNOTE:1. SEE 1/- & 6/- FOR INFORMATION NOT SHOWNCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS407CANOPY DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE1CANOPY FRAME AT CARPORT LOCKERSNO SCALE2CARPORT CANOPY COLUMN BASE PL.NO SCALE7ENTRANCE CANOPY DETAILDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE4TYP. ENTRANCE CANOPY CORNER CONN.NO SCALE6HSS BEAMS OVER HSS COLUMNSNO SCALE10HSS BEAMS OVER COLUMNNO SCALE8CONNECTION DETAILSCONSTRUCTION CHANGE 0104.14.21 DCB7815S40815S40815S40815S40815S40815S408BRACING TO FOUNDATION WALL PER 15/- MAY BE USED IN LIEU OF 13/- AT PERIMETER LOCATIONS, TYPPROVIDE NEW SCREWS AT EA ACCESS FLOOR PANEL TO EA PEDESTAL PER 17/-, TYP(E) HSS COL., TYP.(E) ACCESS FLOORPEDESTAL BRACED BOTH DIRECTIONS PER 13/-, TYP.#12-24 SCREW (COUNTERSUNK) @ EA. PANEL CORNER @ EA. POST (BRACED OR UNBRACED)REQUIRED, TYP.(E) 2'-0"x2'-0" ACCESS FLOOR PANEL STD. (1"∅PIPE) STEEL PIPECLAMP. CLAMP TO MEET MFR.STANDARDIZATION SOCIETY SP-69 TYPE 4, TYP.P2325 UNISTRUTFLAT PL. FITTINGUNISTRUT P1000T BRACE, SEE 1/-FOR LOCATIONSCLAMP FOR UNISTRUTBRACE IN OPPOSITEDIRECTION (BRACE NOTSHOWN FOR CLARITY)1/2"∅THRUBOLT TYP.(E) 1" SQ. STEELPEDESTAL TYP.NOTE:ALL UNISTRUT BOLTS SHALL BE 1 1/2" LONG MIN. W/ LOCKING NUTS(E) SLAB-ON-GRADEV.I.F.1' - 0" ±MAX. 4 "3/8"Ø HILTI KH-EZ W/1 5/8" EMBED (ICC ESR-3027), ONE EA. PEDESTALMAX.1/2"L 3 1/2 x 3 1/2 x 1/4L 3 1/2 x 3 1/2 x 1/4P1000T UNISTRUTBRACEP2325 UNISTRUT FLAT PL.FITTING W/ 1/2"∅BOLTSTYP.(E) CONC.SLAB-ON-GRADE3/8"Ø HILTI KH-EZ W/ 1 5/8" EMBED (ICC ESR-3027), TYP OF 2P1000T UNISTRUTBRACE PLANA-AAA2" 2"1 1/2"2"3/8"1 1/2"2"(E) 2'-0"x2'-0" ACCESSFLOOR PANEL(E) 2'-0"x2'-0" ACCESSFLOOR PANEL#12-24 SCREW (COUNTERSUNK) @ EA. ACCESS FLOOR PANEL CORNER @ EA. POST (BRACED OR UNBRACED) REQUIRED, TYP. (ONE SCREW @ EA. PANEL TO EA. PEDESTAL,TYP.)(E) PEDESTALAASECTION A-APLANUNISTRUT P1026 W/ 3/8" HHCS AND HOCW037 TO P1000T AND 3/8"Ø HILTI KH-EZ W/ 3" EMBED TO CONCRETE WALL (ICC ESR-3027), TYP(E) 6" CONC.WALL (E) CONC. S.O.G.UNISTRUTP1000T(E) RAISED ACCESS FLOOR PEDESTAL AND BASE PLATEUNISTRUTP3413 CLAMP 3/8"Ø HILTI KH-EZ W/ 1 5/8" EMBED (ICC ESR-3027), ONE EA PEDESTAL(E) RAISED ACCESS FLOOR PANELSCONT. L3x3x1/4 W/ 3/8"Ø HILTI KH-EZ W/ 3" EMBED AT 24" O.C. (ICC ESR-3027) OFFSET HORIZONTALLY 6" MIN. FROM UNISTRUT ANCHORSV.I.F.1' -0" ± 2' - 0"1 1/2"3"1/2"Ø THRU BOLT, TYPCLAMP FOR UNISTRUT BRACE IN OPPOSITE DIRECTION (BRACE NOT SHOWN FOR CLARITY)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS408RAISED ACCESS FLOOR DETAILSCARLSBAD SAFETY AND SERVICE CENTERAuthorChecker2560 ORION WAYCARLSBAD, CA 92010NO SCALE1PARTIAL PLAN - RAISED ACCESS FLOORNO SCALE13TYPICAL PEDESTAL BRACINGNO SCALE14TYP. BRACE CONN. @ (E) CONC. SOGNO SCALE17ACCESS FLR. PANEL ATTACHMENT TO PEDESTALNO SCALE15ACCESS FLOOR BRACING DETAILCONSTRUCTION CHANGE 0104.14.21 ATTACHED JOINTFREE JOINTNOTES:1. PROVIDE #12 GAGE HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN EIGHT (8) INCHES OF THE SUPPORT OR WITHIN ONE-FOURTH (1/4) OF THE LENGTH OF THE END TEE, WHICHEVER IS LESS, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS.2. NAILS AT ENDS OF HORIZONTAL STABILIZERS ARE TO BE PLACED WITH NAIL HEAD TOWARD CENTER LINE OF SPAN OF STRUT.3.STABILIZER BAR MAY BE SLOTTED APPROVED ANGLES OR CHANNELS WITH "DIAMOND POINTS" OF SPRING STEEL WHICH SNAP TIGHT TO PREVENT MOVEMENT OF STRUT.4.(1) #10 SMS TO 20 GA. MIN. WALL STUD @ 24" O.C.CONT. SLOTTED ANGLE STABILIZER BAR W/ HORIZ. 6d RINGSHANK NAIL (NOTE 2). OMIT STRUT WHERE RUNNER IS WITHIN 8" OF WALL .ALTERNATE STABILIZER LOCATION W/O NAIL (NOTE 3)HANGER WIREMAIN OR CROSSRUNNERCEILINGPANELSTEEL POP RIVET @ATTACHED SIDE ONLYCHANNEL.(STABILIZER BAR)RUNNER(SEE NOTE 1 BELOW)8" MAX.(SEE NOTE 1 BELOW)8" MAX.3/4" MIN. CLR.APPROVED STABILIZER1" x 2" x 25 GA. MIN. CONTINUOUS ANGLE WITH (1) #10 SMS INTO 20 GA. MIN. WALL STUD @ 24" O.C.(TYP.)1/2" MIN.(SEE NOTE 3)NOTE #41"2"FOR CONNECTION TO STRUCTURE SEESTRUCTUREBRACE WIRESSEE(2) 1/4"DIA. MACHINE BOLT CROSS RUNNERMAIN RUNNER3/4" MIN. EDGE DISTANCE,TYP.HANGER WIRE4 TIGHT TURNS IN 1 1/2" TYP. FOR BRACE WIRE3 TIGHT TURNS IN 3" FOR HANGER TYP. MAX1 1/2"T Y P0º T O 4 5 º..CHANNEL TYPE COMPRESSION STRUT PER TABLE IN 8/-CENTERED OVER CROSS RUNNERMAX1 1/2"MAX4'-0" OCTYP3/4" MIN1" MAXA NOT TO EXCEED THE ALLOWABLE LENGTH GIVEN IN THE TABLE IN 8/-FOR THE COMPRESSION STRUT SELECTEDS40913S4101MAIN RUNNERCROSS RUNNERBRACE WIRE BEYONDHANGER WIRE BEYONDCOPE FLANGE OR FLATTEN TO ALLOW INSTALLATION OF ACOUSTICAL TILEA 3 TURNS @ HANGER WIRE TYPICAL@ EACH END4 TURNS @ BRACE WIRES TYP.@ EACH ENDFOR CONNECTION TOSTRUCTURE SEE 7/S505FOR CONNECTION TOSTRUCTURE SEE DETAILS 15/-, 16/-, AND 17/-HANGER WIREBRACING WIRE1 1/2" MAX.10° TO 45°3" MAX.1/2" MAX. U.O.N.#12 GAGE WIRE #12 GAGE WIRE 1/2" TYP1/2" TYPMETAL DECK(2) #8 x 1/2" SELF-TAPPING SCREWSSTEEL STRAP 3" WIDEx 4" LONG x 12 GA. MIN., BENDTO ALIGN WITH WIRE INSULATION OVER METAL DECKBRACING WIRESEE S409135/8"Ø HILTI KB-TZ W/ 3 1/8" EFFECTIVE EMBED (ICC ESR-1917)NOTES:1. TEST NEW POST INSTALLED ANCHORS PER GENERAL NOTES ON S002.2. POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE.1 1/2"x 1 1/2"x12GA x2" CEILING CLIP, TYP(E) CONCRETE FILLED DECKTYP3/4" MIN(2) 3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917)(E) CONCRETE FILLED DECKOPTION 1OPTION 21-1/2"x1-1/2"x12GA1/2" MAX.S40913S40913(3) 0.157"Ø HILTI X-U (ICC ESR-2269)BRACING WIRENOTES :1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16".2.CONNECTIONS TO STRUCTURAL STEEL SHALL NOT BE MADE IN THE PROTECTED ZONE OF MOMENT FRAME BEAMS PER S403.1/2" MAX.2" X 2" X 2" LONG X 12 GA. CLIPMETAL STUD PER ARCH. DWGS. 20 GA MIN.1 LAYER OF GYP. BD., MAX.600S137-54 SPAN (2) WALL STUDS MINIMUM. CONNECT 600S TO EACH WALL STUD PER SCHEDULE BELOW1-1/2"x1-1/2"x12GAx1" CLIP ANGLE W/ (2) #10x1-1/4" SMS (SEE NOTE 1) 1/2" MAX.S40913NOTES:1. THE CLIP ANGLE CAN BE ATTACHED DIRECTLY TO THE WALL STUD FLANGE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: -THE WALL STUD IS 18 GA MIN. AND CAPABLE OF SUPPORTING THE BRACE FORCE. -THE BRACE WIRE ALIGNS WITH THE WALL STUD WEB.WALL STUD GAUGECONNECTION TO WALL STUD (WITH GYP. BD.)CONNECTION TO WALL STUD (WITHOUT GYP. BD.)(5) #10x1-1/4" SMS(3) #10x1-1/4" SMS(2) #10x1-1/4" SMS20 GAUGE18 GAUGE(4) #10x1-1/4" SMSCOMPRESSION STRUT TABLE5'-0"6'-10"8'-0"8'10"10'-10"CHANNEL COMPRESSION STRUTMAXIMUM LENGTH250S125-33250S137-33362S137-33250137-43400S137-43EXISTING SUSPENDED GYP BOARD CEILING NOTES:1. CONTRACTOR SHALL MODIFY EXISTING SUSPENDED GYP BOARD CEILING TO REMAIN IN ACCORDANCE WITH THESE NOTES. 2. WHERE NEW HANGER OR BRACING WIRES ARE REQUIRED PER THESE NOTES AND DETAILS, WIRES SHALL BE #12 GAGE (0.106" DIAMETER), SOFT ANNEALED, AND GALVANIZED STEEL WIRES WTIH CLASS 1 COATING, ASTM A641.3. CONTRACTOR SHALL VERIFY GYP BOARD CEILING IS SCREWED TO STEEL FURRING CHANNELS WITH ASTM C954 OR ASTM C1002 SCREWS AT 12" O.C. MAX TO ALL FURRING CHANNELS, AND THAT GYP BOARD SCREWS FULLY PENETRATE THE FURRING CHANNELS. NEW GYP BOARD SCREWS SHALL BE PROVIDED WHERE EXISTING CONSTRUCTION DOES NOT MEET THESE REQUIREMENTS.3. CONTRACTOR SHALL VERIFY THAT EXISTING STEEL FURRING CHANNELS OCCUR AT A MAXIMUM SPACING OF 16" O.C.. NEW 7/8" DEEP 16 GAGE STEEL FURRING CHANNELS SHALL BE PROVIDED WHERE EXISTING FURRING CHANNELS DO NOT MEET THESE REQUIREMENTS.4. CONTRACTOR SHALL VERIFY THAT 1 1/2" DEEP COLD ROLLED CHANNEL CARRIERS OCCUR AT A MAXIMUM SPACING OF 4'-0" O.C., AND ARE SECURELY TIED FACE TO FACE WITH EACH FURRING CHANNEL WITH 12 GAGE WIRE. NEW 1 1/2" DEEP 16 GAGE COLD ROLLED CHANNELS SHALL BE PROVIDED AND TIED FACE TO FACE WITH EACH FURRING CHANNEL WITH 12 GAGE WIRE WHERE EXISTING CARRIER CHANNELS DO NOT MEET THESE REQUIREMENTS. NEW WIRES SHALL BE PROVIDED WHERE EXISTING WIRES DO NOT MEET THESE REQUIREMENTS.5. CONTRACTOR SHALL PROVIDE NEW GAGE STEEL ANGLE CONNECTION BETWEEN EXISTING GYP BOARD CEILING AND PARTITION WALLS ALONG PERIMETER OF ALL EXISTING GYP BOARD CEILING AREAS TO REMAIN PER DETAIL 7/- IT SHALL BE ASSUMED FOR BIDDING THAT 4,000 LINEAR FEET OF ANGLE CONNECTION IS REQUIRED.6. CONTRACTOR SHALL VERIFY THAT EXISTING SPLAYED WIRE BRACING IS PROVIDED FOR A MAXIMUM OF 144 SQUARE FEET OF CEILING, WITH 4 SPLAYED BRACES ORIENTED 90 DEGREES FROM EACH OTHER AT EACH LOCATION. SPLAY WIRES SHALL BE VERIFIED TO NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT. BRACING WIRES SHALL BE VERIFIED TO BE FASTENED WITH 4 TIGHT TURNS WITHIN A DISTANCE OF 1-1/2 INCHES. BRACING WIRES SHALL BE SEPARATED AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. NEW #12 GAGE BRACING WIRES SHALL BE PROVIDED WHERE EXISTING CEILING CONSTRUCTION DOES NOT MEET THESE REQUIREMENTS.7. IT SHALL BE ASSUMED FOR BIDDING THAT 3,000 SQUARE FEET OF EXISTING GYP BOARD CEILING REQUIRES COMPLETE RECONSTRUCTION INCLUDING ALL SUPPORT, BRACING, AND CONNECTION ELEMENTS DESCRIBED IN THESE NOTES. CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER SQUARE FOOT OF EXISTING GYP BOARD CEILING REQUIRING RECONSTRUCTION.(E) HANGER WIRE, WHERE OCCURS(E) 7/8" FURRING CHANNEL @16" O.C., CONTRACTOR TO VERIFY(E) 1 1/2" COLD ROLLED CARRIER CHANNEL @ 4'-0" O.C., CONTRACTOR TO VERIFY(E) WIRE TO STUDS, WHERE OCCURS(E) 5/8" GYP. WALL~2-#10 SMS AT EA. STUD2-#10 SMS TO EA. FURRING CHANNEL3x3x16 GAGE ANGLE1. CONTRACTOR SHALL MODIFY EXISTING SUSPENDED ACOUSTICAL TILE CEILING IN ACCORDANCE WITH THESE DETAILS. WHERE ANY EXISTING CEILING HANGER WIRES OR BRACING WIRES ARE DAMAGED OR IMPROPERLY INSTALLED, EXISTING WIRES SHALL BE REMOVED AND REPLACED WITH NEW WIRES IN ACCORDANCE WITH THESE NOTES AND DETAILS.2. WHERE NEW HANGER OR BRACING WIRES ARE REQUIRED PER THESE NOTES AND DETAILS, WIRES SHALL BE #12 GAGE (0.106" DIAMETER), SOFT ANNEALED, AND GALVANIZED STEEL WIRES WTIH CLASS 1 COATING, ASTM A641. 3. CONTRACTOR SHALL VERIFY EXISTING HANGER WIRES ARE SPACED AT A MAXIMUM OF A 4 FT BY 4 FT GRID AND AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8 INCHES OF THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS 8 INCHES OR LESS. HANGER WIRES SHALL BE FASTENED WITH NOT LESS THAN 3 TIGHT TURNS IN 3 INCHES, AND HANGER WIRE LOOPS SHALL BE TIGHTLY WRAPPED AND SHARPLY BENT TO PREVENT ANY VERTICAL MOVEMENT OR ROTATION OF THE MEMBER WITHIN THE LOOPS (SEE ASTM E580 SECTION 5.2.7.2). HANGER WIRES SHALL NOT ATTACH TO OR BEND AROUND INTERFERING MATERIAL OR EQUIPMENT AND SHALL BE SEPARATED AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUITS, ETC. HANGER WIRES THAT ARE MORE THAN 1 HORIZONTAL IN 6 VERTICAL OUT OF PLUMB SHALL HAVE COUNTER-SLOPING WIRES, EXCEPT FOR HANGER WIRES AT MAIN RUNNERS THAT ARE POSITIVELY ATTACHED TO THE PERIMETER CLOSURE ANGLE. 4. CONTRACTOR SHALL VERIFY THAT EXISTING CEILING GRID IS ATTACHED TO 2 ADJACENT WALLS AND AT LEAST 3/4 INCH CLEAR OF OTHER WALLS, AND USES PERIMETER CLOSURE ANGLES NOT LESS THAN 2 INCHES WIDE. EXISTING CEILING CONSTRUCTION SHALL BE MODIFIED AS NEEDED TO MEET THESE REQUIREMENTS. IT SHALL BE ASSUMED FOR BIDDING THAT EXISTING CEILING IS ATTACHED TO ALL WALLS AND NEW PERIMETER CLOSURE ANGLES ARE REQUIRED AT ALL LOCATIONS (TOTAL LENGTH OF NEW CLOSURE ANGLES = 542 LINEAR FEET). CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER LINEAR FOOT OF CLOSURE ANGLE REQUIRING REPLACEMENT.5. CONTRACTOR SHALL VERIFY THAT INTERCONNECTION IS PROVIDED BETWEEN RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, EXCEPT WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 8 INCHES OR LESS. A METAL STRUT OR #16 GAGE WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNERS SHALL BE PROVIDED WHERE EXISTING CEILING CONSTRUCTION DOES NOT MEET THESE REQUIREMENTS.6. CONTRACTOR SHALL VERIFY THAT EXISTING SPLAYED WIRE BRACING IS PROVIDED AT A MAXIMUM OF 8 FEET BY 12 FEET ON CENTER, WITH THE FIRST ASSEMBLY WITHIN HALF THE MAXIMUM SPACING FROM EACH WALL, WITH 4 SPLAYED BRACES ORIENTED 90 DEGREES FROM EACH OTHER AT EACH LOCATION. SPLAY WIRES SHALL BE VERIFIED TO NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT. BRACING WIRES SHALL BE VERIFIED TO BE FASTENED WITH 4 TIGHT TURNS WITHIN A DISTANCE OF 1-1/2 INCHES. BRACING WIRES SHALL BE SEPARATED AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. NEW #12 GAGE BRACING WIRES SHALL BE PROVIDED WHERE EXISTING CEILING CONSTRUCTION DOES NOT MEET THESE REQUIREMENTS.7. CONTRACTOR SHALL PROVIDE COMPRESSION STRUTS AT ALL BRACING LOCATIONS AND SHALL NOT BE MORE THAN 1 HORIZONTAL IN 6 VERTICAL OUT OF PLUMB. IT SHALL BE ASSUMED FOR BIDDING THAT NEW COMPRESSION STRUTS MUST BE CONSTRUCTED FOR 3,000 SQUARE FEET OF EXISTING SUSPENDED TILE CEILING (MINIMUM OF 50 COMPRESSION STRUTS SHALL BE ASSUMED). CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER COMPRESSION STRUT ADDED TO EXISTING SUSPENDED TILE CEILING.8. IT SHALL BE ASSUMED FOR BIDDING THAT 600 SQUARE FEET OF SUSPENDED ACOUSTICAL TILE CEILING REQUIRES COMPLETE RECONSTRUCTION, INCLUDING HANGERS, BRACING AND SUPPORTS REQUIRED AT ATTACHED AND FREE ENDS PER THESE NOTES. CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER SQUARE FOOT OF SUSPENDED ACOUSTICAL TILE CEILING REQUIRING RECONSTRUCTION.9. CONTRACTOR SHALL VERIFY THAT EXISTING CEILING PENETRATIONS FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE NOT INTEGRALLY TIED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A 2 INCH OVERSIZED RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF 1 INCH IN ALL HORIZONTAL DIRECTIONS. NEW OVERSIZED RINGS, SLEEVES OR ADAPTERS SHALL BE PROVIDED WHERE EXISTING CEILING CONSTRUCTION DOES NOT MEET THESE REQUIREMENTS. A FLEXIBLE SPRINKLER HOSE FITTING THAT CAN ACCOMODATE 1 INCH OF CEILING MOVEMENT PER ASTM E580 SECTION 5.2.8.8 SHALL BE PERMITTED IN LIEU OF AN OVERSIZED RING, SLEEVE OR ADAPTER. IT SHALL BE ASSUMED FOR BIDDING THAT ACCOMODATION FOR MOVEMENT AT SPRINKLER HEADS IS REQUIRED AT 10 LOCATIONS. CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER SPRINKLER HEAD PENETRATION DEVICE REPLACEMENT.10. CONTRACTOR SHALL VERIFY THAT ALL RECESSED LIGHT FIXTURES, GRILLES, MECHANICAL TERMINALS, AND FLEXIBLE SPRINKLER HOSE FITTINGS OR OTHER SERVICES SUPPORTED DIRECTLY ON RUNNERS HAVE A MINIMUM OF 2 SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. IT SHALL BE ASSUMED FOR BIDDING THAT 20 FIXTURES REQUIRE REPLACEMENT OF ALL SLACK WIRES. CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER FIXTURE REQUIRING REPLACED SLACK WIRES.EXISTING SUSPENDED ACOUSTICAL TILE CEILING NOTES:CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS409EXISTING CEILING RETROFIT DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE9CEILING PERIMETERNO SCALE11SUSPENDED ACOUSTICAL CEIL.- CHANNEL TYPE STRUTNO SCALE13TYPICAL WIRE TURNSNO SCALE15BRACING WIRE CONNECTION AT METAL DECKNO SCALE17BRACING WIRE CONN. TO CONC. OVER METAL DECKNO SCALE16BRACING WIRE CONNECTION TO STRUCTURAL STEELNO SCALE19BRACING WIRE CONNECTION TO METAL STUD WALLNO SCALE8COMPRESSION STRUT TABLENO SCALE3EXISTING SUSPENDED GYP BOARD CEILING NOTESNO SCALE7SUSPENDED GYP. CEILINGNO SCALE1EXISTING SUSPENDED ACOUSTICAL TILE CEILING NOTESCONSTRUCTION CHANGE 0104.14.21 3 TURNS IN 3" TYPICAL@ EACH ENDHANGER WIRE ONLYHANGER WIRE 4 TURNS IN 1-1/2" TYPICAL@ EACH ENDHANGER OR BRACE WIREBRACE OR HANGER WIRE NOTES:WIRE SPLICES ARE SHOWN LOOSELY TIED FOR ILLUSTRATIVE PURPOSES ONLY AND SHALL BE DRAWN TIGHT TO COMPLETE INSTALLATION WHEN CONSTRUCTED.CUT FLANGESAND BENDNOTES:1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16".2. CONNECTIONS TO STRUCTURAL STEEL SHALL NOT BE MADE IN THE PROTECTED ZONE OF MOMENT FRAME BEAMS PER S403.(2) 0.157"Ø HILTI X-U (ICC ESR-2269)2"(E) STL BMCOMPRESSION STRUTL1-1/2"x 1-1/2"x 12 GA x 0'-2" CLIP(E) STEEL BEAMHANGER WIRENOTES :1. BEAM FLANGE THICKNESS SHALL NOT BE LESS THAN 3/16".2. CONNECTIONS TO STRUCTURAL STEEL SHALL NOT BE MADE IN THE PROTECTED ZONE OF MOMENT FRAME BEAMS PER S403.1/2" MAX0.157"Ø HILTI X-U (ICC ESR-2269)AIR TERMINAL ORLIGHT FIXTUREMAX WT. = 56 LBS(2) 12 GA. SLACK SAFETY WIRE HANGERS PLACE ON DIAGONAL CORNERS.1-#8 S.M.S. IN OPPOSITE SIDES (2 TOTAL) LOCATE SCREWS NEAR THE CENTER OF TERMINAL OR FIXTUREHEAVY DUTY SYSTEMNOTES:1. POST INSTALLED ANCHORS TO BE PLACED NO MORE THAN 1" OFFSET FROM CENTERLINE OF DECK LOW FLUTE3. TEST NEW POST INSTALLED ANCHORS IN ACCORDANCE WITH GENERAL NOTES ON S002.L BOLT & FLUTE (SEE NOTE 3)(E) CONCRETE FILLED DECK12GA x 1" WIDECEILING CLIP MIN.3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917)OPTION 1C1/2" MAX.OPTION 2(2) 0.157"Ø HILTI X-U W/ 1 1/4" MIN EMBED (ICC ESR-2269)L 1-1/2"x 1-1/2"x 12 GA OPTION 3(E) CONCRETE FILLED DECK12GAx3/4" WIDE CEILING CLIP3/4" MIN0.157"Ø HILTI X-U W/ 1 1/4" MIN EMBED (ICC ESR-2269)S40913S40913S40913FREE JOINTATTACHED JOINTCROSS RUNNERS TYP.BRACING WIRELOCATION-TYP.CONT ANGLE @ PERIMETERNOTE:BRACING WIRES AND COMP. STRUT SHALL OCCUR AT EVERY 96 SQ. FT. MAX. IN ROOMS OVER 144 SQ. FT.MAIN RUNNERSSTABILIZER BARS, CROSS TEES OR STRUTS 8" MAX. FROM WALL TYP. ALONG FREE JOINTS96 SQ FT MAX MAX4' - 0"MAX8' - 0"MAX4' - 0"ATTACHED JOINTMAX6' - 0"MAX12' - 0"MAX6' - 0"FREE JOINT FREE JOINTATTACHED JOINTTYP.S4099S40913S4099S4099S4099NOTES:1. STRUTS SHALL NOT REPLACE HANGER WIRES. 2. THE MINIMUM ACCEPTABLE ANGLE IS DETERMINED SUCH THAT THE WIRES DO NOT INTERFERE WITH THE RUNNERS, LIGHT FIXTURES, ETC. AND REMAIN STRAIGHT AND UNOBSTRUCTED.RIGID COMPRESSION STRUT PER 8/S40912 GA VERTICAL HANGERS AT 4'-0" O.C. EACH WAY AT MAIN RUNNER WITH MINIMUM 3-TIGHT TURNS IN 3" AT BOTH ENDS12 GA. BRACING WIRE W/ MIN. 4-TIGHT TURNS IN 1 1/2" BOTH ENDS OF WIRE CONNECTED TO MAIN RUNNERS 90º APART, 4-TOTAL AT EACH STRUT.BRACING WIRES AND COMPRESSION STRUT, SEE 11/S409MAIN RUNNERCROSS RUNNER.6 MIN10° TO 45°(NOTE 2) 2'-0" TYP4'-0"2'-0" TYPMAX.362S137-33 MIN. BACKING STUD. SPAN 2 WALL STUDS MINIMUM. FASTEN BACKING TO WALL STUDS USING (2) #10X1-1/4" SMS AT EACH STUD. 1"x1"x12GAx3/4" CLIP ANGLE. FASTEN TO BACKING STUD USING #10 X 1-1/4" SHEET METAL SCREW. NOTES:1. THIS IS APPLIED FOR PERIMETER WIRE ATTACHEMENT OR WHERE OBSTRUCTION PREVENTS ATTACHMENT TO STRUCTURE ABOVE16 MIN.161"x1"x12GAx3" CLIP ANGLE2-#10 S.M.S. @ 2" O.C.WALL STUD PER ARCH. DWGS.20 GA MIN1 LAYER OF GYP. MAXWALL STUD PER ARCH.DWGS.20 GA MINGYP. BD.(2) #10 SMS TO STUD1"x1"x12GAx3/4" CLIP ANGLE1OPTION 1OPTION 2OPTION 3(1) #10 SMS6 MIN.S40913S40913S40913(2) #10 S.M.SL 2" x 2" x 12 GA. 3/4" MINOPTION 1OPTION 2#12 S.M.S(2) #12 S.M.S.(2) #10 S.M.SL 2" x 2" x 12 GA. x 0'-8"INSULATION OVER METAL DECKMETAL DECK(E) CONCRETE FILLED DECK3/8" Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) AT CENTER OF FLUTECUT FLANGESAND BEND3 7/8" MIN.2"1"(2) #10 S.M.SL 1-1/2 x 1-1/2 x 12 GA. 3/4" MINOPTION 1OPTION 2(2) 3/8" Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917)(E) FULL HEIGHT FIRE RATED PARTITION WALL(E) NESTED TOP TRACKANGLE FLUSH AGAINST (E) TOP TRACK, TYP16 GA. x3" LONG BENT PL W/ 0.157"Ø HILTI X-U W/ 1" EMBED TO STRUCTURE ABOVE (ICC ESR-2269), TYP EA SIDE AT MAX. 4'-0" O.C.(E) STRUCTURE ABOVENOTE:WHERE EXISTING FULL HEIGHT PARTITION WALL CONNECTIONS TO STRUCTURE ABOVE EXCEED 4'-0" O.C., PROVIDE NEW CONNECTIONS AS INDICATED SUCH THAT SPACING DOES NOT EXCEED 4'-0" O.C.1. CONTRACTOR SHALL VERIFY THE STUD SIZE, GAGE THICKNESS, AND SPACING OF EXISTING PARTITIONS AT ALL LOCATIONS WHERE WALL MOUNTED EQUIPMENT (NEW OR EXISTING) OCCURS. STUDS SUPPORTING WALL MOUNTED EQUIPMENT SHALL BE MINIMUM 16 GAGE, 3-5/8" DEEP, AT MAXIMUM 16" SPACING, AND SHALL EXTEND FULL HEIGHT TO THE STRUCTURE ABOVE. WHERE EXISTING CONSTRUCTION DOES NOT MEET THESE REQUIREMENTS, NEW 16 GAGE STUDS SHALL BE PROVIDED AT 16" O.C. MAX. ANCHORED TO THE STRUCTURE ABOVE PER 6/A803 AND CONNECTED TO THE BOTTOM TRACK WITH 1 #10 SMS EA FLANGE. STUD DEPTH SHALL MATCH EXISTING WALL DEPTH (3-5/8" MIN).2. CONTRACTOR SHALL VERIFY THAT MINIMUM 16 GAGE BACKING STUDS ARE PROVIDED AT ALL LOCATIONS WHERE WALL MOUNTED EQUIPMENT OCCURS ON EXISTING PARTITION WALLS. BACKING STUDS SHALL BE CONNECTED TO METAL STUDS WITH FILLET WELDS OR MINIMUM 3 #10 SMS AT EACH STUD AND SHALL EXTEND A MINIMUM OF ONE STUD BAY BEYOND EDGE OF EQUIPMENT. WHERE EXISTING BACKING STUDS ARE NOT PRESENT OR DO NOT MEET THESE REQUIREMENTS, NEW BACKING TRACK SHALL BE PROVIDED PER 8/A803. 3. CONTRACTOR SHALL VISUALLY VERIFY THAT PENETRATIONS OF THE PARTITION WALL DO NOT OCCUR OVER ANY NEW OR EXISTING WALL MOUNTED EQUIPMENT. WHERE PENETRATIONS OF THE PARTITION WALL OCCUR ABOVE WALL MOUNTED EQUIPMENT, THE EQUIPMENT SHALL BE RELOCATED AND ANCHORED TO THE WALL PER THE APPLICABLE DETAILS IN THESE CONSTRUCTION DRAWINGS OR THE PENETRATION SHALL BE ABANDAONED AND NEW FULL-HEIGHT STUDS SHALL BE PROVIDED TO SUPPORT THE EQUIPMENT. NEW METAL STUDS SHALL MATCH THE DEPTH OF THE EXISTING WALL AND MEET THE REQUIREMENTS IN NOTE 1.4. IT SHALL BE ASSUMED FOR BIDDING THAT 150 LINEAR FOF EXISTING PARTITION WALL SUPPORTING WALL MOUNTED EQUIPMENT REQUIRES RECONSTRUCTION, INCLUDING NEW BACKING STUDS. CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER LINEAR FOOT FOR RECONSTRUCTION OF EXISTING PARTITION WALLS SUPPORTING EXISTING WALL MOUNTED EQUIPMENT.5. CONTRACTOR SHALL VERIFY ALL EXISTING 1-HOUR RATED PARTITION WALLS INDICATED AS REMAINING EXTEND FULL HEIGHT TO THE STRUCTURE ABOVE AND ARE CONNECTED TO THE STRUCTURE AT A MAXIMUM OF 4'-0" O.C.. WHERE EXISTING 1-HOUR PARTITION WALLS DO NOT EXTEND FULL HEIGHT, THE EXISTING PARTITION WALL SHALL BE DEMOLISHED AND REPLACED WITH A FULL HEIGHT FIRE RATED PARTITION WALL PER ARCHITECTURAL DRAWINGS. WHERE CONNECTIONS TO THE STRUCTURE ABOVE EXCEED 4'-0" O.C., ADDITIONAL CONNECTIONS SHALL BE PROVIDED PER 18/-.6. CONTRACTOR SHALL INVESTIGATE AN 8'-0" LENGTH OF EXISTING PARTITION WALLS INDICATED AS REMAINING FOR EVERY 40 LINEAR FEET OF REMAINING WALL TO VERIFY THAT EXISTING PARTITION WALLS ARE BRACED AT A MAXIMUM OF 4'-0" O.C. WITH DIAGONAL BRACES OR WITH A FULL HEIGHT STUD CONNECTED TO THE STRUCTURE ABOVE. CONTRACTOR SHALL VERIFY THAT BRACING STUDS ARE MINIMUM 16 GAGE AND 3-5/8" DEEP, AND ARE CONNECTED TO THE STRUCTURE ABOVE. INADEQUATE CONNECTIONS TO THE STRUCTURE ABOVE SHALL BE RETROFIT PER 18/- FOR FULL HEIGHT STUDS OR SHALL BE REPLACED WITH NEW CONNECTIONS PER 10/A803 FOR DIAGONAL BRACES. WHERE BRACING DOES NOT MEET THESE REQUIREMENTS, NEW BRACING SHALL BE PROVIDED PER 10/A803. IF THREE CONSECUTIVE LOCATIONS ARE OBSERVED TO NOT MEET THESE REQUIREMENTS, FREQUENCY OF INVESTIGATION SHALL BE INCREASED TO 8'-0" EVERY 16 LINEAR FEET OF REMAINING PARTITION WALL. IF THREE CONSECUTIVE LOCATIONS ARE OBSERVED TO NOT MEET THESE REQUIREMENTS AFTER INCREASING THE FREQUENCY OF INVESTIGATION, BRACING SHALL BE INVESTIGATED FOR 100% OF THE EXISITNG PARTITION WALLS INDICATED AS REMAINING.7. CONTRACTOR SHALL DEMO AN 8'-0" LENGTH OF GYP BOARD ALONG BASE OF EXISTING PARTITION WALLS INDICATED AS REMAINING FOR EVERY 40 LINEAR FEET OF REMAINING WALL TO INVESTIGATE CONSTRUCTION AND VERIFY BOTTOM TRACK IS ANCHORED TO STRUCTURE BELOW WITH FASTENERS SPACED NO GREATER THAN 24" O.C.. WHERE EXISTING BOTTOM TRACK DOES NOT MEET THESE REQUIREMENTS, GYP BOARD AT THE BASE SHALL BE REMOVED ALONG THE FULL LENGTH OF THE PARTITION WALL BEING INVESTIGATED AND THE BOTTOM TRACK SHALL BE ANCHORED TO THE STRUCTURE BELOW PER 4/A803. IF THREE CONSECUTIVE LOCATIONS ARE OBSERVED TO NOT MEET THESE REQUIREMENTS, FREQUENCY OF INVESTIGATION SHALL BE INCREASED TO 8'-0" EVERY 16 LINEAR FEET OF REMAINING PARTITION WALL. IF THREE CONSECUTIVE LOCATIONS ARE OBSERVED TO NOT MEET THESE REQUIREMENTS AFTER INCREASING THE FREQUENCY OF INVESTIGATION, BOTTOM TRACK ANCHORAGE SHALL BE INVESTIGATED FOR 100% OF THE EXISITNG PARTITION WALLS INDICATED AS REMAINING AND ANCHORAGE OF THE BOTTOM TRACK SHALL BE PROVIDED TO THE STRUCTURE BELOW PER 4/A803. GYP BOARD ON EXISTING WALLS SHALL BE REPLACED IN KIND AFTER INVESTIGATION AND INSTALLATION OF NEW ANCHORAGE, IF APPLICABLE.8. IT SHALL BE ASSUMED FOR BIDDING THAT 650 LINEAR FEET OF EXISTING PARTITION WALLS MUST BE FULLY RECONSTRUCTED AND BRACED, OF WHICH 325 LINEAR FEET IS 1-HOUR RATED CONSTRUCTION. CONTRACTOR SHALL ALSO PROVIDE A UNIT COST PER LINEAR FOOT FOR RECONSTRUCTION OF EXISTING PARTITION WALLS AND 1-HOUR RATED PARTITION WALLS.EXISTING PARTITION WALL NOTES:CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS410EXISTING CEILING & PARTITIONRETROFIT DETAILSCARLSBAD SAFETY AND SERVICE CENTERAuthorChecker2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE3CEILING WIRE SPLICESNO SCALE5STRUT CONNECTION TO STRUCTURAL STEELDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE6HAGER WIRE CONN. TO STRUTURAL STEELNO SCALE9TYP. RECESSED LIGHT FIXS./AIR TERMINALSNO SCALE10HAGER WIRE CONN. TO CONC. OVER MTL.DECKNO SCALE12TYP. SUSPENDED ACOUSTICAL TILE CLG. PLANNO SCALE13TYP. SUSPENSION AND BRACING ASSEMBLYNO SCALE7HAGER WIRE CONN. TO METAL STUD WALLNO SCALE2STRUT CONNECTION TO METAL DECKNO SCALE1STRUT CONNECTION TO CONCRETE OVER METAL DECK3" = 1'-0"18(E) FULL HT PARTITION BRACING RETROFIT1/8" = 1'-0"EXISTING PARTITION WALL NOTESCONSTRUCTION CHANGE 0104.14.21 (E) GRADE BEAM(E) FOOTINGHSS8x6x1/4 EA. SIDE (CUT AS REQ'D.)1/4" MAX. HIGH-STRENGTH GROUT(E) CONC. FDN. & S.O.G.(E) BASE PLATE & ANCHOR BOLTS℄COL.1/43 SIDESTYP.AA(E) HSS COL.1" Ø ASTM F1554 GR 55 THREADED ROD W/ HILTI RE-500 V3 EPOXY (4 TOTAL)(ICC ESR-3814)SECTION A - A 1" MIN., 3" MAX.24" EMBED℄COL.1 1/2"2' - 0"7 1/2"1 1/2"7 1/2"2' - 0"TYP.3 1/2" MIN.(E) HSS COL.(E) GRADE BEAM(E) FOOTINGHSS8x6x1/4 EA. SIDE (CUT AS REQ'D.)1/4" MAX. HIGH-STRENGTH GROUT(E) CONC. FDN. & S.O.G.(E) BASE PLATE & ANCHOR BOLTS℄COL.1/43 SIDESTYP.AA(E) HSS COL.1" Ø ASTM F1554 GR 55 THREADED ROD W/ HILTI RE-500 V3 EPOXY (4 TOTAL)(ICC ESR-3814)SECTION A - A 1" MIN., 3" MAX.℄COL.1' - 0"9"9"1' - 0"TYP.3 1/2" MIN.(E) HSS COL.24" EMBED(E) GRADE BEAM(E) FOOTING(E) CONC. FDN. & S.O.G.(E) BASE PLATE & ANCHOR BOLTS℄COLUMN3/8"PJPAA(E) HSS COLUMN1" Ø ASTM F1554 GR 55 THREADED ROD W/ HILTI RE-500 V3 EPOXY (2 TOTAL)(ICC ESR-3814)EXISTING12"MATCH(E) BASE PLATESECTION A - A1' - 1 1/2"EXISTING)9"(MATCH24" EMBED3/4" THK. ASTM A36BASE PLATE TO MATCH EXISTING1 1/2" MAXHIGH-STRENGTH GROUT TO MATCH EXISTING5/16(E) HSS COL.(E) HSS BRACERETROFIT BRACE CONNECTION PER 4/S412STIFF. PL. TO MATCH GUSSET PL.NOTE: CHIP OUT (E) CONCRETE AS REQUIRED FOR RETROFIT. CONTRACTOR SHALL ENSURE EXISTING STEEL COMPONENTS ARE NOT DAMAGED DURING CHIPPING. PATCH BACK WITH HIGH STRENGTH NON-SHRINK GROUT TO MATCH ORIGINAL CONDITION.(E) GRADE BEAM(E) FOOTINGHIGH-STRENGTH GROUT AS REQ'D., TYP.(E) BASE PLATE & ANCHOR BOLTS℄COL.1/4TYP.AA(E) HSS COLUMN1 1/4"Ø ASTM F1554 GR 55 THREADED ROD W/ HILTI RE-500 V3 EPOXY (2 TOTAL)(ICC ESR-3814), TYP.SECTION A - ATYP.3" MIN.9"6"(E) BASE PLATE2' - 7"9"1' - 10 1/2"℄COL.MC6x12 W/ SLOT CUT FOR (E) STIFF. PL., TYP.1" MIN. - 3" MAX.(E) HSS COLUMN(E) HSS BRACE, TYP.(E) GUSSET PL.TYP.2"NOTE: CHIP OUT (E) CONCRETE AS REQUIRED FOR RETROFIT. CONTRACTOR SHALL ENSURE EXISTING STEEL COMPONENTS ARE NOT DAMAGED DURING CHIPPING. PATCH BACK WITH HIGH STRENGTH NON-SHRINK GROUT TO MATCH ORIGINAL CONDITION.(E) CONC. FDN. AND S.O.G.BREAKOUT AS REQ'D AND POUR BACK TO MATCH EXISTINGRETROFIT BRACE CONNECTION PER 4/S-412, TYP.EMBED 18"(E) FOOTING(E) CONC. S.O.G.(E) BASE PLATE & ANCHOR BOLTS(E) HSS COL.RETROFIT BRACE CONNECTION PER 4/S412(E) GRADE BEAMNOTE: CHIP OUT (E) CONCRETE AS REQUIRED FOR RETROFIT. CONTRACTOR SHALL ENSURE EXISTING STEEL COMPONENTS ARE NOT DAMAGED DURING CHIPPING. PATCH BACK WITH HIGH STRENGTH NON-SHRINK GROUT TO MATCH ORIGINAL CONDITION.(E) HSS BRACE(E) GUSSET PL.(E) FOOTING(E) HSS COLUMN(E) GRADE BM.(E) FTG. PER PLANROUGHEN (E) SURFACES, TYP. ALL EDGES(E) BASE PLATE & ANCHOR BOLTS (E) CONC. FDN. & S.O.G.#4 DOWELS @ 12" O.C. STAGG. W/ HILTI RE-500 V3 EPOXY (ICC ESR-3814),12" EMBED, TYP.EPOXY DOWELS PER 16/S-101TYP.3" CLR.TYP.3" CLR.#4 TOP & BOT., TYP.NOTE: CHIP OUT (E) CONCRETE AS REQUIRED FOR RETROFIT. CONTRACTOR SHALL ENSURE EXISTING STEEL COMPONENTS ARE NOT DAMAGED DURING CHIPPING. PATCH BACK WITH HIGH STRENGTH NON-SHRINK GROUT TO MATCH ORIGINAL CONDITION.1' - 0"1' - 10"EXISTING BASE PLATE AT BRACED FRAME COLUMN1' - 0"EXISTING BASE PLATE AT INDEPENDENT COLUMN1' - 0"NOTES:1. TEST A MAXIMUM OF (1) ANCHOR PER BASE PLATE CONNECTION.2. CHIP OUT (E) CONCRETE AS REQUIRED TO ACCESS (E) ANCHOR FOR TESTING. CONTRACTOR SHALL ENSURE EXISTING STEEL COMPONENTS ARE NOT DAMAGED DURING CHIPPING. AFTER TESTING AND BASE PLATE REPAIR, PATCH BACK WITH HIGH STRENGTH NON-SHRINK GROUT TO MATCH ORIGINAL CONDITION.3. REMOVE TOP NUT FROM (E) ANCHOR AS REQUIRED TO PERFORM PULL TEST. REPLACE NUT IN KIND AFTER TESTING.(E) HSS COL.(E) GUSSET PL.CUT (E) STL. BASE PL. AROUND (E) ANCHOR TO BE TESTED TO RELEASE ANCHOR FROM BASE PL.(E) ANCHOR TO BE TESTED(E) ANCHOR TO BE TESTEDCUT (E) STL. BASE PL. AROUND (E) ANCHOR TO BE TESTED TO RELEASE ANCHOR FROM BASE PL.(E) HSS COL.(E) 7/8"⌀CONC. ANCHORS(E) 7/8"⌀CONC. ANCHORS(E) 3/4" BASE PL.(E) 3/4" BASE PL.REPAIR(E) BASE PL.PROVIDE HOLE IN (N) PL. AROUND (E) ANCHOR & NUTCUT LINE3/4" STL. PL.5/16(E) CONC. FDN. & S.O.G. (E) BASE PL. & ANCHOR BOLTS(PROTECT IN PLACE)(E) CONCRETE PANELS (PROTECT IN PLACE)1 1/2" MAX HIGH-STRENGTH GROUT TO MATCH (E)3/4" THK ASTM A36 BASE PLATE TO MATCH (E)RETROFIT BRACE CONNECTION PER 4/S412AANOTE: CHIP OUT (E) CONCRETE AS REQUIRED FOR RETROFIT. CONTRACTOR SHALL ENSURE EXISTING STEEL COMPONENTS ARE NOT DAMAGED DURING CHIPPING. PATCH BACK WITH HIGH STRENGTH NON-SHRINK GROUT TO MATCH ORIGINAL CONDITION.℄COL.5/165/16(E) HSS COL.(2) 1" Ø ASTM F1554 GR 55 THREADED ROD W/ HILTI RE-500 V3 EPOXY, (ICC ESR-3814)(E) BASE PL.SECTION A - A3/8PJP(E) GUSSET PL.℄COL.3/8" GUSSET PL.9"1' - 0"1 1/2"CLR.3"#4 DOWELS @ 12" O.C. EA. WAY STAGGERED W/HILTI RE-500 V3 EPOXY (ICC ESR-3814) (12" EMBED)PROTECT IN PLACE(E) GRADE BM.PROTECT IN PLACE(E) FOOTING(E) HSS COL. (PROTECT IN PLACE)EMBED 24"CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS411FOUNDATION DETAILS -EOC WINGCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010NO SCALE3BASE CONNECTION RETROFITNO SCALE5BASE CONNECTION RETROFITNO SCALE7BRACED FRAME COLUMN BASE PLATE RETROFITNO SCALE9BRACED FRAME COLUMN BASE PLATE RETROFITNO SCALE2EXISTING BRACE FOOTING DETAIL1 04/14/21 CONSTRUCTION CHANGE 01NO SCALE1BRACED FRAME COLUMN BASE PLATE RETROFIT3" = 1'-0"13EXISTING BASE PLATE ANCHOR TESTING1DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-20201" = 1'-0"11BASE CONNECTION RETROFIT04-09-2021CONSTRUCTION CHANGE 0104.14.21 (E) STL. BM.W.P.℄RETROFIT BRACE CONNECTION PER 4/-, TYP. (E) 3/8" THK. GUSSET PL., TYP.(E) HSS BRACE, TYP.(E) HSS BRACE, TYP.W.P.℄(E) W BM.WT4x7.5(E) HSS COL.WT4x7.5(E) 5/8" THK. CAP PL.(E) 3/8" THK. GUSSET PL.(E) 3/4"⌀BOLTS AATYP.RETROFIT BRACE CONNECTION PER 4/-, TYP. (E) HSS BRACE ℄℄℄(E) W BM. W.P.℄(E) HSS COL.(E) HSS BRACE, TYP.(E) W BM.(E) 3/8" THK. GUSSET PL.RETROFIT BRACE CONNECTION PER 4/-, TYP. RETROFIT BRACE CONNECTION PER 4/-, TYP. (E) 3/8" THK. GUSSET PL.1/4(E) HSS BRACE℄(E) HSS BRACEROUNDED COPE (GRIND SMOOTH), TYP.(E) GUSSET PL.V.I.F.6"MIN.3"3/8" STL. PL. AT BOTH SIDES OF (E) HSS BRACE(E) SLOT OVERCUTAASECTION A-A1/43"MIN. 't' THK. STEEL BAR PER SCHEDULE(E) HSS BRACE'A''L'TYP.℄PL./HSSTYP.1"TYP.3/4"0" - 1/2" MAX.STEEL BAR SCHEDULEBRACE FRAME ELEVATIONSTEEL BAR THICKNESS 't'WELD SIZE 'A'MIN. WELD LENGTH 'L'1/S3022/S3023/S3024/S3021/S3032/S3033/S3033/8"3/8"3/8"3/8"3/8"3/8"3/8"1/2"5/16"5"7/16"5/16"5/16"5/16"5/16"5/16"5"5"4"4"5"4"(E) W BEAM(E) W BEAM (E) BEARING PL. RETROFIT BRACE CONNECTION PER 4/-(E) 3/8" THK. GUSSET PL.(E) HSS COL.W.P.(E) HSS BRACE3/16(E) 1/4" THK. SPLICE PL. EA. SIDE(E) 1/4" THK. STIFF PL. EA. SIDE(E) (6) 7/8"⌀A 307 BOLTS(E) GUSSET & CAP PL.(E) W BEAMWT1/41/461' - 0"A-ALEGEND AS SHOWN ON PLAN(E) STL. DECK(E) W BEAM `L' LENGTH `L' SIZE2L4x4x5/16INDICATES CONN. @ TOP FLANGENOTE:1. MAY USE (1) 1" Ø A325SC BOLT EA. END OF ANGLE IN LIEU OF WELDING AT CONTRACTOR'S OPTION. PROVIDE 1 1/2" MIN. EDGE DISTANCE.2. SEE 16/- FOR SKEWED ANGLE CONNECTION.3/8" THK. STL PL. EA. SIDEDOUBLE ANGLE BRACE W/ 3/4"Ø STITCH BOLT & 3/8" SHIM PL. AT MID LENGTH2" MIN.3/8" THK. STL PL. TYP.'L' ≤ 13'-0"1/4"1/4"TYP.1/4"1/4"3 SIDES1/4" 31/4" 3TYP.2" MAX.2" MAX.2L6x6x3/813'-0' < 'L' ≤ 19'-0"2L8x8x1/219'-0' < 'L' ≤ 26'-0"(E) W BEAM (E) HSS BRACE, TYP.W.P.℄(E) W BM.(E) HSS COL.(E) 5/8" THK. CAP PL.(E) 3/8" THK. GUSSET PL.(E) 3/4"⌀BOLTS RETROFIT BRACE CONNECTION PER 4/-, TYP. (E) W BEAM(E) HSS COL.(E) (4) 3/4"⌀BOLTS(E) 1/4" THK. SPLICE PL. EA. SIDE3/16(E) BEARING PL. (E) 1/4" THK. STIFF PL. EA. SIDE(E) W BEAM(E) (6) 7/8"⌀A 307 BOLTS(E) W BEAM1/43SIDES5/165/16(E) HSS BRACE(E) HSS COL.3/8" THK. STIFF. PL.RETROFIT BRACE CONNECTION PER 4/-(E) 3/8" GUSSET PL.W.P.(E) W BEAM(E) W GIRDER3/163 SIDES(E) 7/8"⌀BOLTS (E) 1/4" THK STL. PL.(E) HSS BRACE, TYP. ℄℄℄(E) W BM. W.P.℄(E) HSS COL.(E) W BM.RETROFIT BRACE CONNECTION PER 4/-, TYP. (E) 3/8" THK. GUSSET PL., TYP.REMOVE (E) 3/16" FILLET WELD ON BOTH SIDES OF GUSSET PL. & REPLACE W/ NEW 1/4" FILLET WELD EA. SIDE (17" LONG WELD MIN.) REQ'D. ONLY AT BOT. GUSSET PL.6" MIN.6" MIN.1/41/4TYP.TYP.GRIDLINE K BRACES3/8" THK. ASTM A36 STL. PL., TYP.(E) W BEAM1/43SIDES(E) HSS BRACE(E) HSS COL.3/8" THK. STIFF. PL.RETROFIT BRACE CONNECTION PER 4/-(E) 3/8" GUSSET PL.W.P.NOTE:1. BEVEL END OF CONNECTION PLATE TO MAINTAIN `a' AT 45°.(E) W BM. WEB3/8" STL. PL.SINGLE OR DOUBLE ANGLE, WELD TO SHEAR PL. W/ 1/4" FILLET WELDS TOP & BOT., 3" LONG MIN.W BM. WEB WHERE OCCURSHARDENED WASHER ON BOLT SIDESHEAR PL.& BOLTS PER 2/S102MAX.1 1/2"C.J.P.PLANNOTES:1. CUT OPENING IN (E) METAL DECK MAXIMUM 1" CLEAR ON ALL SIDES TO FIT NEW 2L BRACE.2. CUT AND REMOVE (E) 1/4" STIFFENER PLATE AT BEAM AS REQUIRED TO INSTALL NEW 3/8" CONNECTION PLATE.(E) METAL DECK2L BRACE PER PLAN W/ 3/4"⌀STITCH BOLT & 3/8" SHIM PL. AT MID LENGTH3/8" THK. STL. PL.(E) HSS COL.1/41/41/43"1/43"MIN.MIN.(E) W BEAMWELD PER 4/S1023 SIDES, TYP.NOTES:1. CUT OPENING IN (E) METAL DECK MAXIMUM 1" CLEAR ON ALL SIDES TO FIT NEW 2L BRACE.2. CUT AND REMOVE (E) 1/4" STIFFENER PLATE AT BEAM AS REQUIRED TO INSTALL NEW 3/8" CONNECTION PLATE.(E) METAL DECKL BRACE PER PLAN(E) HSS COL.1/43"1/43"1/43"(E) W BEAMWELD PER 4/S102, TYP.(E) CONC. FACADE PANEL2L BRACE PER PLANMIN.MIN.3/8" THK. STL. PL. EA. SIDE1/43"1/43"CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS412STEEL DETAILS -EOC WINGCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 920101" = 1'-0"1RETROFIT DETAIL1" = 1'-0"2RETROFIT DETAIL1" = 1'-0"3RETROFIT DETAIL3" = 1'-0"4TYPICAL BRACE CONNECTION STRENGTHENING DETAIL1" = 1'-0"5RETROFIT DETAIL1 1/2" = 1'-0"11TYPICAL BOTTOM FLANGE BRACE1" = 1'-0"10RETROFIT DETAIL1" = 1'-0"9RETROFIT DETAIL1 04/14/21 CONSTRUCTION CHANGE 011 1/2" = 1'-0"13RETROFIT DETAIL2" = 1'-0"17RETROFIT DETAIL1" = 1'-0"7RETROFIT DETAIL1 1/2" = 1'-0"14RETROFIT DETAIL3" = 1'-0"16SKEWED ANGLE CONNECTION1" = 1'-0"18RETROFIT DETAIL1" = 1'-0"19RETROFIT DETAIL1DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-202004-09-2021CONSTRUCTION CHANGE 0104.14.21 EXISTING ELECTRICAL EQUIPMENT ANCHORAGE SCHEDULEEQUIPMENT IDDESCRIPTIONLOCATIONMAX WEIGHT (#) ANCHORAGE DETAILELECTRICAL PANELELEC. ROOM - 1741507/S503SWITCHBOARDELEC. ROOM - 1741,200SIGNAL GENERATORELEC. ROOM - 174100RELAY PANELELEC. ROOM - 174200TIME CONTROL CENTERELEC. ROOM - 174200BREAKER PANELELEC. ROOM - 174300TRANSFORMERELEC. ROOM - 174300DISCONNECT SWITCHELEC. ROOM - 17450UNINTERRUPTIBLE POWER SUPPLYELEC. ROOM - 174 750CENTRAL INVERTER SYSTEMELEC. ROOM - 174 280SWITCHBOARDELEC. ROOM - 174500SWITCHBOARDELEC. ROOM - 174500TRANSFORMERELEC. ROOM - 174610CABINETS/MISCELLANEOUS ONPLYWOODELEC. ROOM - 174200ELECTRICAL PANELELEC. ROOM - 174150ELECTRICAL PANELELEC. ROOM - 174150TRANSFORMERELEC. ROOM - 174300ELECTRICAL PANELELEC. ROOM - 174150MISCELLANEOUS CONTROLSELEC. ROOM - 17420ELECTRICAL PANELELEC. ROOM - 207150ELECTRICAL PANELELEC. ROOM - 207150ELECTRICAL PANELELEC. ROOM - 207150CENTRAL INVERTER SYSTEMELEC. ROOM - 207280CABINETS/MISCELLANEOUS ONPLYWOODELEC. ROOM - 207200ELECTRICAL PANELELECT. - 142150MISCELLANEOUS CONTROLSELECT. - 142100TRANSFORMERELECT. - 142360SWITCHBOARDMETER ROOM - 173500ELECTRICAL PANELELEC. ROOM - 207150TRANSFORMERELEC. ROOM - 207560DISCONNECT SWITCHELEC. ROOM - 20750PNLL1ASW1SG1PNLRPTCC1BP1TR1DS1UPS1CIS1SW2SW3TR2E-M2PNLP1BPNLEP1ATR3PNLEL1AE-M1PNLL2APNLP2APNLEP2ACIS2E-M4PNLEP1BE-M3TR4SW4PNLX1TR5DS21/S5017/S5037/S5037/S5033/S5013/S5017/S5033/S5013/S5011/S5011/S5013/S50113/S5017/S5037/S5033/S5017/S50313/S5017/S5037/S5037/S5033/S50113/S50113/S5017/S5033/S5013/S5017/S5035/S5031/S501ELECTRICAL PANEL ELEC. ROOM - 207 150 7/S503TRANSFORMERSTAIR #2 - ST022753/S501UNINTERRUPTIBLE POWER SUPPLYSTAIR #2 - ST027283/S501ELECTRICAL PANELSTAIR #2 - ST021507/S503DISCONNECT SWITCHSTAIR #2 - ST02507/S503MISCELLANEOUS ITELECT. - 14220013/S501MISCELLANEOUS ITELECT. - 14220013/S501IT RACKELECT. - 1421,30015/S501IT RACKELECT. - 1421,30015/S501MISCELLANEOUS ITMASTERMPOE/MDF ROOM - 14320013/S501MISCELLANEOUS IT20013/S501MISCELLANEOUS IT20013/S501MISCELLANEOUS IT20013/S501IT RACK1,30017/S501IT RACK1,30017/S501IT RACK1,3001/S502IT RACKMASTERMPOE/MDF ROOM - 1431,3001/S502IT RACKMASTERMPOE/MDF ROOM - 1431,3001/S502IT RACKMASTERMPOE/MDF ROOM - 1431,3001/S502IT RACKMASTERMPOE/MDF ROOM - 1431,3001/S502IT RACKMASTERMPOE/MDF ROOM - 1431,3001/S502INTEGRATED MULTIMEDIAEXCHANGEMASTERMPOE/MDF ROOM - 1431,50017/S501DISCONNECT SWITCHMECH. EQUIP. - 171509/S502DISCONNECT SWITCHMECH. EQUIP. - 171509/S502DISCONNECT SWITCHELEV. EQUIP. - 172507/S503DISCONNECT SWITCHMECH. EQUIP. - 221509/S502DISCONNECT SWITCHMECH. EQUIP. - 221509/S502DISCONNECT SWITCHMECH. EQUIP. - 221509/S502PNLX2TR6UPS2DS9IT-M5IT-M6RACK11RACK12IT-M1IT-M2IT-M3IT-M4RACK1RACK2RACK3RACK6RACK7RACK8RACK9RACK10NEC1DS3DS4DS8DS5DS6DS7PNLEL2AEXISTING ELECTRICAL EQUIPMENT ANCHORAGE SCHEDULEEQUIPMENT IDDESCRIPTIONLOCATIONMAX WEIGHT (#) ANCHORAGE DETAILMASTERMPOE/MDF ROOM - 143MASTERMPOE/MDF ROOM - 143MASTERMPOE/MDF ROOM - 143MASTERMPOE/MDF ROOM - 143MASTERMPOE/MDF ROOM - 143MASTERMPOE/MDF ROOM - 143NEW ELECTRICAL EQUIPMENT ANCHORAGE SCHEDULEEQUIPMENT IDDESCRIPTIONLOCATIONMAX WEIGHT (#) ANCHORAGE DETAILELECTRICAL CABINETELEC. ROOM - 1741503/S501IT RACKIDF ROOM - 1321,300IT RACKWORKROOM/IDFROOM - 2371,300IT RACKSTORAGE - 2871,30015/S501GENERATOREXTERIOR18,3001/S400ATS1RACK13RACK14RACK15GEN115/S50115/S501PHOTOVOLTAIC PANELSROOF60 (EACH)6/S502PVNOTE:DETAIL 1 / S501 MAY BE USED IN LIEU OF 3 / S501.IT RACKMASTERMPOE/MDF ROOM - 1431,300 1/S502IT RACKMASTERMPOE/MDF ROOM - 1431,300 1/S502RACK4RACK5INVERTERELECTRICAL - E1881503/S501ELECTRICAL PANELELECTRICAL - E1881507/S503ELECTRICAL PANELELECTRICAL - E1881507/S503ELECTRICAL PANELELECTRICAL - E1881507/S503TRANSFORMERELECTRICAL - E1883503/S501MISCELLANEOUS CONTROLSELECTRICAL - E188507/S503IV1PNLEP1CPNLEL1CPNLL1BTR7E-M5EXISTING MECHANICAL EQUIPMENT ANCHORAGE SCHEDULEEQUIPMENT IDDESCRIPTIONLOCATIONMAX WEIGHT(#)ANCHORAGEDETAILVAV BOXPHYSICAL FITNESS -161501/S504VAV BOXPHYSICAL FITNESS -16150VAV BOXTRAFFICSUPERVISOR - 10850VAV BOXLOBBY - 10150VAV BOXPUBLIC COUNTER -10450VAV BOXRECORDS - 10950VAV BOXCORRIDOR - 19750VAV BOXLOBBY - 10150VAV BOXLOBBY - 10150VAV BOXWOMEN'S LOCKERS - 16950VAV BOXMASTER MPOE/MDF ROOM- 14350VAV BOXMEN'S LOCKERS -16450VAV BOXTRAFFIC - 11650VAV BOXTRAFFIC - 11650VAV BOXBRIEFING - 12150VAV BOXBRIEFING - 12150VAV BOXBRIEFING - 12150VAV BOXBATTERYCHARGING/SHOTGUNSTORAGE - 12650VAV BOXOFFICE - 15250VAV BOXCST OFFICE - 15350VAV BOXOFFICE - 15450VAV BOXNARCOTICS - 15850VAV BOXEVIDENCE -15750VAV BOXEVIDENCE -15750VAV BOXPROPERTY &EVIDENCE - 15950VAV BOXPROPERTY &EVIDENCE - 15950VAV BOXCST - 15150VAV BOXBATTERYCHARGING/SHOTGUNSTORAGE - 12650VAV BOXLOUNGE - 14650VAV BOXRECORDSSUPERVISOR - 11050VAV BOXSGT. OFFICE - 20450VAV BOXSECRETARY - 28250VAV BOXSECRETARY - 29150VAV BOXOFFICE - 26050VAV BOXADMIN ASSIST. - 25850VAV BOXTECH SERVICECAPTAIN - 25550VAV BOXWORKROOM/ IDFROOM - 23750VAV BOXRES. ASSIST. - 24050VAV BOXJUVENILE SERVICESSERGEANT - 21150VAV BOXHOMELESSOUTREACH - 15550FAN COILCORRIDOR - 262150FAN COILCORRIDOR - 262150FAN COILCORRIDOR - 26680FAN POWERED BOXWOMEN'S LOCKERS- 16965FAN POWERED BOXPROPERTY &EVIDENCE - 15965FAN POWERED BOXALS ROOM - 22465EXISTING MECHANICAL EQUIPMENT ANCHORAGE SCHEDULEEQUIPMENT IDDESCRIPTIONLOCATIONMAX WEIGHT(#)ANCHORAGEDETAILVB67VBH53VBH58VBH59VBH60VBH61VBH64VBH65VBH66FC2FC3FC4FP2FPH3FPH5VBH33VBH32VB31VB30VB29VB28VBH27VBH1VBH2VBH3VBH4VBH5VBH6VB7VBH8VBH9VB10VB11VB12VBH13VB15VBH16VBH17VBH18VBH19VB20VBH21VBH22VBH24VB25VB26AC CONDENSING UNITROOF884/S502AC CONDENSING UNITROOF884/S502AC EVAPORATOR UNITDISPATCH CENTER -144312/M802AC EVAPORATOR UNITDISPATCH CENTER -144312/M802ACE1ACE2ACE3ACE41/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S504VAV BOX SGT. OFFICE - 205501/S504VAV BOXOFFICE - 20650VAV BOXINVESTIGATIVESERVICES - 20150VAV BOXOFFICE - 20950VAV BOXCRIME OFVIOLENCE - 21050VAV BOXFIRE TRAININGOFFICER - 27250VAV BOXJUVENILE SERVICESSERGEANT - 21150VAV BOXEOC DIRECTOR - 27150VAV BOXEMPTY - 27550VAV BOXEMS MGR - 27650VAV BOXFIRE ANALYST - 27750VAV BOXHALLWAY - 27350VBH34VBH41VBH42VBH43VBH44VBH45VBH35VBH36VBH37VBH38VBH39VBH401/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S5041/S504VAV BOX CLERICAL - 27850VAV BOXFIRE DIV. CHIEF -28150VBH46VBH471/S5041/S504VAV BOX FIRE ADMIN - 28050VBH481/S504AC UNITEOC ROOF1,0002/M802ACE5AIR HANDLING UNITMECH. EQUIP. - 1719,0002/S502AIR HANDLING UNITMECH. EQUIP. - 2215,400AIR HANDLING UNITMECH. EQUIP. - 2211,000CONTROL PANELMECH. EQUIP. - 171150CONTROL PANELMECH. EQUIP. - 171150CONTROL PANELMECH. EQUIP. - 171150CONTROL PANELMECH. EQUIP. - 171150CONTROL PANELMECH. EQUIP. - 221150CONTROL PANELMECH. EQUIP. - 221150CONTROL PANELMECH. EQUIP. - 221150CONTROL PANELMECH. EQUIP. - 221150SOUND TRAPMECH. EQUIP. - 1711,200SOUND TRAPCORRIDOR - 193510SOUND TRAPWOMEN'S - 168510FAN POWERED BOXMEN'S LOCKERS -164130FAN POWERED BOXMEN'S LOCKERS -164130ELEVATOR MACHINEELEV. EQUIP. - 172ELEVATOR MACHINEELEV. EQUIP. - 175AHU1AHU2AHU3CP1CP2CP3CP4CP5CP6CP7CP8ST1ST2ST3FPH1FPH6ELEV1ELEV21,0001,0002/S5021/S5049/S5029/S5029/S5029/S5029/S5029/S5029/S5029/S5021/S5041/S5041/S5041/S5041/S5043/S5013/S501AC CONDENSING UNITROOFACE1884/S502AC CONDENSING UNITROOFACE2884/S502AC EVAPORATOR UNITDISPATCH CENTER-144ACE3312/M802AC EVAPORATOR UNITDISPATCH CENTER-144ACE4312/M802VAV BOX EOC DIRECTOR - 271 50VAV BOX SECRETARY - 28250VBH49VBH501/S5041/S504VAV BOX SECRETARY - 29150VBH521/S504CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S500EQUIPMENT ANCHORAGE SCHEDULESCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-20201 04/14/21 CONSTRUCTION CHANGE 01104-09-2021CONSTRUCTION CHANGE 0104.14.21 EQUIPMENT OR CABINETS PERMEP DWGS. OR ARCH. DWGS.PROVIDEBACKING PER1A/S9.03 TYP.PROVIDE #12 SMS @ 12" O/C @ TOP ANDBOT. OF EQUIPMENT OR CABINET W/ WASHERSAS AN ALTERNATE (IN LIEU OF INTERIORANCHORS), CONTRACTOR MAY LEAVE EQUIPMENTIN PLACE AND PROVIDE BENT PLATES AT TOP ANDBOTTOM (AS SHOWN)AS AN ALTERNATE (IN LIEU OF INTERIOR ANCHORS),CONTRACTOR MAY LEAVE EQUIPMENT IN PLACE ANDPROVIDE BENT PL. @ TOP & BOT. BOTH BOT. PL. SHALLBE AT FRONT OR ON OPPOSING SIDES ASSHOWNPROVIDE 12 GA. BENT PL ATTACHEDTO CONC. W/ 2 -#12 SMS TOEQUIPMENT AND 1 -3/8"Ø HILTI KB-TZW/ 2" EFFECTIVE EMBED (ICCESR-1917), TYP.ALT.ALT.12 GA. BENT PL. x 3" LONG MINW/ 3 -#10 SMS TO EQUIPMENTMAX. WT. INCLUDINGCONTENTS = 2,000 LBS(E) CONC.SOG(E) STRUCTURE(N) OR (E) STUD WALL PERARCH. DWGS., 16 GAGE STUDSMINXXYYSECTION Y-YSECTION X-X90" MAX.℄OF SCREWS &BACKING CHANNEL(N)L3x3x1/4x3" LONGW/ (2)-#10 SMS TOEQUIP. AND (1) 3/8" ∅A307 THRU BOLT, TYP.(E) CONC.FILLED METALDECK1/2"x3" WIDE ASTM A36 PL(PLATE MUST SPAN TOUNPENETRATED FLUTESEA SIDE OF BOLT)90" MAX.TYP. 1 1/2"TYP. 12"TYP. 1 1/2"3"PLYWOOD PANELMETAL STUDSFRONT ELEVATION#12 SMS AT EACH CORNER TYP. (4 TOTAL MIN.)SMS TO EA STUD PER 8/A8034X16 GA. STEEL STUDS MIN.MAX. WT=200 LBS(PLYWOOD + MOUNTED EQUIPMENT) 48"3/4" PLYWOOD 6"x16GA BACKING TRACK PER 8/A803METAL STUDSSIDE ELEVATIONBACKING TRACK TYP. 24"2 1/4" TO 4"EQUIPMENT MOUNTED TO PLYWOODNEW OR (E) EQUIP.MAX WT. = 1,100 LBS(E) CONC. S.O.G.(N) L3x3x1/4 x 3" LONG W/2 -#10 SMS TO EQUIP.AND 3/8"Ø HILTI KB-TZW/ 2" EFFECTIVE EMBED(ICC ESR-1917), TYP.ALTERNATE ANCHORLOCATION, TYP, SEENOTESNOTES:1.STEEL ANGLES OF THE SAME THICKNESSWITH LONGER VERTICAL LEGS MAY BE USED TO ATTACH TO EQUIPMENT.2.DETAIL1/-MAY BE USED IN LIEU OF THIS DETAIL.ELEVATIONPLAN90" MAX.(N)L3x3x1/4x3" LONGW/ (2)-#10 SMS TOEQUIP. AND (1) 3/8" ∅A307 THRU BOLT, TYP.(E) CONC.FILLED METALDECK1/2"x3" WIDE ASTM A36 PL(PLATE MUST SPAN TOUNPENETRATED FLUTESEA SIDE OF BOLT)NEW OR (E) EQUIP.MAX WT. = 1,100 LBS90" MAX.-AMAX. TYP. 4 "-ATYP.1 1/2"1" TYP.A NEW OR (E) IT RACKMAX. WT. = 1,300 LBS(RACK + CONTENTS)2 3/8"Ø A307 THRU-BOLT EA. SIDE (4 MIN TOTAL)CONT. 1/2" x3" WIDE ASTM A36 PL (PLATE MUST SPAN TO UNPENETRATED FLUTES)(E) CONC. FILLED METAL DECKMAX. 90"ELEVATIONANCHORAGE AT 2ND FLOORPLAN A-AMIN.1 1/4" TYP.MIN. 12 1/2"MIN.2" TYP.(N) OR (E) IT RACK BASE3"AANEW OR (E) IT RACKMAX. WT. = 1,300 LBS(RACK + CONTENTS)3 3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) EA. SIDE (6 MIN TOTAL)(E) S.O.G.ELEVATIONANCHORAGE AT S.O.G.PLAN A-AMIN.1 1/4" TYP.MIN. 12 1/2"MIN.2" TYP.3"MAX. 90"EQEQAA(N) OR (E) IT RACK BASENEW OR (E) EQUIPMENTMAX. WT. = 1,500 LBS(UNIT + CONTENTS)ELEVATIONANCHORAGE AT S.O.G.PLAN A-AMAX. 80"UNISTRUT P2072 W/ 3/8"ØHHCS AND HOCW037 TOUNISTRUT AND 2 -3/8"Ø HILTIKH-EZ W/ AT DIAGONALLY OPPOSITE HOLES 2-1/2" EMBED TO S.O.G. (ICC ESR-3027), TYPUNISTRUT P1001 MIN.3" TYP.P100T UNISTRUT BRACE EA DIRECTION, EA SIDE OF RACK (MIN 4 TOTAL EA. RACK )ANCHOR TO S.O.G. PER 14/S503, TYP EA. BRACEMAX.3" TYP.(E) RAISED ACCESS FLOOR 3/8"Ø HHCS AND HOCW037 CENTERED IN ANGLE (4 MIN TOTAL)UNISTRUT P1843 W/ 3/8"Ø HHCS TO EA. UNISTRUT CHANNEL, TYPMIN. 18"L3x3x1/4 x3" LONG W/ 2 #10 SMS TO EQUIP., TYPMIN. 18"TYP.3" MIN. AACIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS501EQUIPMENT ANCHORAGE DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE1TYP. WALL AND BASE ANCHORED EQUIPMENTDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE13PLYWOOD MOUNTED EQUIPMENT DETAILNO SCALE3TYP. BASE ANCHORED EQUIPMENTNO SCALE15IT RACK ANCHORAGENO SCALE17EQUIPMENT ANCHORAGE AT RAISED ACCESS FLOORCONSTRUCTION CHANGE 0104.14.21 (E) CONC.CURB3/8"Ø HILTI KH-EZ W/ 1-5/8" EMBED AT 5'-0" O.C. MAX, 6 MIN EA. LONG SIDE OF AHU (ICC ESR-3027)V.I.F. 3 1/2"(E) SOG OR CONCRETE FILLED DECK(E) AHU PER MECH. DWGS.MAX WT. = 9,000 LBS AT 1ST FLOORMAX WT. = 5,400 LBS AT 2ND FLOOR12 GA. x3" LONG BENT PL. W/ 3-#10 SMS TO AHUMIN.3"ALTERNATE (E) AHU ANCHORAGE(E) CONC.CURB3/8"Ø HILTI KH-EZ W/ 1-5/8" EMBED AT 5'-0" O.C. MAX, 6 MIN EA. LONG SIDE OF AHU (ICC ESR-3027)V.I.F. 3 1/2"(E) SOG OR CONCRETE FILLED DECK(E) AHU PER MECH. DWGS.MAX WT. = 9,000 LBS AT 1ST FLOORMAX WT. = 5,400 LBS AT 2ND FLOORMIN.3"(E) EQUIPMENTMAX WT. = 150 LBSAS AN ALTERNATE CONTRACTOR MAY PROVIDE BENT PLATES AND ANCHORS ON SIDES OF EQUIPMENT AS SHOWN3/8"Ø SS HILTI KB-3 W/ 2-1/2" EMBED (ICC ESR-1385), TYP (4 TOTAL)(E) 8" CMU WALL3"x3" x4" LONG 12 GA. BENT PL W/ 2 -#10 SMS TO EQUIPMENT, TYPFRONT VIEWMIN.1' - 8"SIDE VIEW9" MAX.(E) 8" CMU WALLTYP.1"TYP.1 1/2"3/8"Ø HHCS ANDHOCW037 AT RACKANCHOR HOLES,4 MIN PER RACK, TYPUNISTRUT P2072 W/ 3/8"ØHHCS AND HOCW037 TOUNISTRUT AND 2 -3/8"Ø HILTIKH-EZ W/ AT DIAGONALLY OPPOSITE HOLES 2-1/2" EMBED TO S.O.G. (ICC ESR-3027), TYPUNISTRUT P1000HS POST AT3'-0" O.C. MAXP1001 UNISTRUT(E) CONC.S.O.G.(E) RAISED ACCESS FLOORP1026 W/ 3/8"Ø HHCSAND HOC037 TO EA.UNISTRUT, TYPMAX WT. = 1,300 LBS(RACK PLUS CONTENTS)FRONT VIEWTYP.26" MAX.TYP.90" MAX.TYP.3" MIN.NOTE: MULTIPLE RACKS MAY BE SUPPORTED ON A SINGLE SPAN OF P1001 UNISTRUT AS SHOWN. ALTERNATIVELY, EACH RACK MAY BE SUPPORTED INDEPENDENTLY WITH 4 UNISTRUT POSTS MIN.UNISTRUT P1843 W/ 3/8"Ø HHCS TO EA. UNISTRUT CHANNEL, TYPP1000T UNISTRUT BRACE EA DIRECTION, EA SIDE OF RACK (MIN 4 TOTAL EA. RACK )ANCHOR TO S.O.G. PER 14/S408(E) AC UNITMAX WT. = 100 LBS(E) STEEL BM, WHERE OCCURS1/4"Ø SS TEKS SCREWS AT UNIT ANCHOR HOLES, 4 TOTAL(E) 18 GA. METAL DECK, V.I.F.ROOFING PER ARCH. DWGS.SS 600T150-971/8WELD TO TOP OF 3 FLUTES MIN, TYPOPTIONAL: USE 2 #10 SMS TO TOP OF EA FLUTE (3 FLUTES MIN) IN LIEU OF WELDS, TYP(E) W12X19(E) W12X19(E) W12X19(E) W12X19HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8HSS4X4X1/8MAX. 12'-0"MAX.12' - 0"TYP.3' - 6" MAX.8S502PV PANELS PER ELEC. DWGS.NOTE:UNISTRUT FRAMING SUPPORTING PV PANELS NOT SHOWN FOR CLARITY.HSS4X4X1/8HSS4X4X1/8TYPV.I.F.8'-0" TYP.PIPE COL PER PLAN, TYP.PIPE COL. PERPLAN, TYP(E) Wx PER PLAN,TYPUNISTRUTP1000HS @4'-0" O.C. MAXPV PANELPER ELEC DWGS1/4" Ø UNISTRUT HHCS ANDP3006-1420 OR P1006T1420CHANNEL NUT W/ NEOPRENEWASHER, TYP. AT PANELANCHOR HOLES (8 TOTAL PERPANEL)UNISTRUT P1843 W/ 1/2"Ø HHCS END OF P1000T,TYPUNISTRUT P1000HS W/ 3/8"Ø HHCS, P3008 CHANNEL NUT, AND HOCW037 WASHER TO P1000T, TYP.NOTES:1. ALL UNISTRUT COMPONENTS SHALL BE STAINLESS STEELOR HOT-DIPPED GALVANIZED.2.CONTRACTOR TO PAINT OR COATINSIDE EDGES OF PV PANEL ANCHOR HOLES WITH CORROSION RESISTANT PAINT.HSS PER PLAN, TYP1/4" THK CAP PL. PER 14/S102, SIM.2 5 ° ±TYP.1'-0" MAX.1/81/8TYP.1/8T&B,TYP.(1/16)(1/16)1/8TELESTRUT P9000(E) METAL DECK ROOF(1/16)MAX WT. = 4,000 LBS(LOCKERS + CONTENTS)YPLAN VIEW AT BASEEQEQEQEQEQEQTYP.3" MIN. L3x3x1/4x3" LONG W/ 2-#10 SMS TO EQUIP., TYPYYPLAN VIEW AT TOPL3x3x1/4 x6" LONG W/ 4 -#10 SMS TO TOP OF EQUIPMENT, TYPY12" MAX. TYP.6" MIN.TYP.TYP.SECTION Y-Y67(E) W21x44(E) W21x44HSS 3x3x1/81/2"Ø BOLT CENTERED IN ANGLE LEGMIN.4"TYP.1" MIN.3/8" STL PLL3x3x1/4L3x3x1/41/2"Ø BOLT CENTERED IN ANGLE LEGTYP.1" MIN.TYP.1" MIN.(E) PASS THROUGH LOCKERS(E) S.O.G.3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED. (ICC ESR-1917), TYP (7 TOTAL)3/163/16TYP.3/163/163/16CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS502EQUIPMENT ANCHORAGE DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE2(E) AHU ANCHORAGENO SCALE9CMU WALL MOUNTED EQUIPMENTNO SCALE1IT RACK ANCHORAGE AT RAISED ACCESS FLOORNO SCALE4(E) ROOF TOP AC UNIT ANCHORAGEDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE6TYP. PHOTOVOLTAIC (PV) PANEL ARRAY PARTIAL PLANNO SCALE8PV PANEL CONNECTION DETAILNO SCALE13EVIDENCE LOCKER ANCHORAGE PLANSCONSTRUCTION CHANGE 0104.14.21 MAX. WT. (LOCKER & CONTENTS) = 800# EA. LOCKERPROVIDE 2-1/4"∅A307 THRUBOLTS @ 36" O/C VERT. TYP.3/8"Ø HILTI KB-TZW/ 2" EFFECTIVEEMBED, TYP OF 4TOTAL (ICC ESR-1917)PLAN X-X- CONNECTED LOCKERSSIDE ELEVATION- CONNECTED LOCKERSXX 2 "1" TYP.2"TYP.1 1/2"WIRE SHELF (TYP.)PROVIDE BACKING PERARCH. DWG.PROVIDE #12 SMS W/ 2" ∅WASHERTHROUGH WIRE-FRAME SHELF PER 6/- (3 PER SHELF)MAX. WT. SHELF & CONTENTS = 1000#ELEVATIONYYSECTION Y-Y3/8"Ø HILTI KH-EZ W/ 2 1/2" EFFECTIVE EMBED (ICC ESR-3027), TYP EA FRONT LEG(E) S.O.G. OR CONCRETE FILLED DECKTERMINATEHEADER TYP.USE 4-#6 SMS PER SINGLEPANEL (AT CORNERS) TYP,WHERE ADDITIONAL ADJACENTPANELS OCCURS, PROVIDEADDITIONAL SCREWS TO (E)FRAMING (4 PER PANEL)MAX. WT. = 60#(E) RECESSEDELECTRICAL PANELDEMO (E) PLASTER AROUND (E)RECESSED ELECTRICAL PANE TOEXPOSE (E) FRAMING.(E) WALL FINISHVERIFY CONNECTION OF VISIBLE(E) FRAMING MEMBERS FROMVIEWER TO VERT. STUDS AREWELDED OR SCREWED. PROVIDE#10 SMS WHERE CONNECTION ISNOT FOUNDA - AAA2" MIN.NOTE: IT SHALL BE ASSUMED FOR BIDDING THAT FRAMING SUPPORTING RECESSED PANEL REQUIRES COMPLETE RECONSTRUCTION.#10 SMS @ EA.CORNER TYP.PROVIDE BACKING PERARCH DWG.ELEC. EQUIP.MAX.WT.= 200 LBSAAFRONT ELEVATIONSIDE ELEVATIONMAX.3' - 8"MAX. 6 1/2"2" TYP.NOTE: CONTRACTOR MAY PROVIDE CONNECTION TO (E) STUD WALL IF WALL CONSTRUCTION AND BACKING TRACK MEET THE MINIMUM SIZE REQUIREMENTS INDICATED.MIN. 24"MAX. WT. CABINET &CONTENTS = 600#PROVIDE #10 SMS @ 12" O/C W/WASHERS (MIN 6 PER ROW)(N) OR (E) CABINETSAS AN ALTERNATE (IN LIEU OF INTERIOR ANCHORS),CONTRACTOR PROVIDE BENT PLATE AT TOP AND BOTTOM (ATTACHED AS SHOWN)PROVIDE 12 GA. BENT PL. W/ 3-1/4"∅A307THRU-BOLTS TO CABINETPROVIDE #10 SMS @ 12" O/C TO (N)BACKING TYP.℄OF SCREWS &BACKING CHANNELPROVIDE BACKING PER ARCH. DWGS.TYP.SECTION Y-YSECTION X-XXXYYMAX.4' - 0"2" TYP.MAX. 24"MAX. 24"C.G.MAX. 12"MAX. WT. (LOCKER & CONTENTS) = 800# EA. LOCKER3/8"Ø HILTI KB-TZW/ 2" EFFECTIVEEMBED, TYP OF 4TOTAL (ICC ESR-1917)PLAN X-XSIDE ELEVATIONXX1" TYP.TYP.1 1/2"MAX. WT. MOUNTING BRACKET & MONITOR = 250#(N) OR (E) MONITORPROVIDE BACKING PER ARCH. DWGS.SECTIONMAX. EXTENSION 12.5"ELEVATIONMIN.5"CL OF SCREWS AND BACKING TRACK4 1/4"Ø SMS EA. ROW THROUGH MOUNTING PLATECIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS503EQUIPMENT ANCHORAGE DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE1INTERIOR LOCKERS ANCHORAGENO SCALE3METAL SHELVING UNIT ANCHORAGENO SCALE5(E) RECESSED ELECTRICAL PANEL ANCHORAGENO SCALE7ELECTRICAL EQUIPMENT WALL ANCHORAGENO SCALE11WALL MOUNTED EQUIP.DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE19INTERIOR SINGLE LOCKERS ANCHORAGENO SCALE13WALL MOUNTED TV MONITOR ANHCORAGECONSTRUCTION CHANGE 0104.14.21 (E) W BM.8'-0" (V.I.F.)(E) W BM.(E) W BM.3/163/16TYP.B-LINE B22A STITCH-WELDED OR B-LINE B11TOLCO 900 SERIES BRACE ATTACHMENT, TYP. TOLCO FIG. 825 OR 828 STEEL SWAY BRACE ATTACHMENTOPTION ETOLCO 900 SERIES BRACE ATTACHMENT W/ TOLSTRUT SPRA OR B-LINE B-200 SPRING NUT & HEX HEAD MACHINE BOLT OPTION F (MAX. EQUIPMENT WT. = 300 LBS. ONLY)(E) W BM.(3/16)(3/16)TYP.(E) W BM.(E) W BM.(E) W BM.OPTION ATOLCO 900 SERIES BRACE ATTACHMENTOPTION BOPTION COPTION D(E) CONC. FILLED METAL DECKROD COUPLING SUPPORT ROD 1/2"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) W/ TOLSTRUT OR B-LINE FLAT FITTING, SINGLE ANCHOR CONN. MAY BE USED ONLY FOR EQPT. UP TO 300 LBS MAX.B-LINE B22 SOLID CHANNELEDGE OF CONC. 1" MAX. OFFSET FROM CL. OF FLUTE (TYP.)12" MIN.EDGE OF CONC. 12" MIN.1/2"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) W/ TOLSTRUT OR B-LINE FLAT FITTING, TYP. ANCHOR MAY BE OFF-CENTER 1" MAX OF BOTTOM OF FLUTESUPPORT ROD W/ TOLSTRUT OR B-LINE FLAT FITTING & TOLSTRUT OR B-LINE SPRING NUT, MUST BE CENTERED BETWEEN (2) ANCHORS1' - 0"EQ EQNOTE:ANCHORS ON THE SAME FLUTE MUST BE SPACED A MINIMUM OF 6 3/4" O.C..(E) CONC. FILLED METAL DECK1/2"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) W/ TOLSTRUT OR B-LINE FLAT FITTING, SINGLE ANCHOR CONN. MAY BE USED ONLY FOR EQPT. UP TO 200 LBS MAX.B-LINE B22 SOLID CHANNELEDGE OF CONC. 12" MIN.EDGE OF CONC. 12" MIN.1/2"Ø HILTI KB-TZ W/ 2" EFFECTIVE EMBED (ICC ESR-1917) W/ TOLSTRUT OR B-LINE FLAT FITTING, TYP. ANCHOR MAY BE OFF-CENTER 1" MAX OF BOTTOM OF FLUTEB-LINE HEX HEAD MACHINE BOLT AND 3/8"⌀B-LINE N200 SPRING NUT, MUST BE CENTERED BETWEEN (2) ANCHORSTOLCO 900 SERIES ATTACHMENT 1" MAX. OFFSET FROM CL. OF FLUTE (TYP.)TOLCO 900 SERIES ATTACHMENT BRACE MUST BE ORIENTED PARALLEL W/ CHANNEL STRUT1' - 0"EQ EQ1 1/2" MIN.NOTE:ANCHORS ON THE SAME FLUTE MUST BE SPACED A MINIMUM OF 6 3/4" O.C..B-LINE B22 SOLID CHANNELB-LINE N200 SPRING NUT W/ HHMB(E) 18 GA. METAL DECK(9) #10 SELF-TAPPING SHEET METAL SCREWS(E) 18 GA. METAL DECK(MAX. EQUIPMENT WT. = 200 LBS. ONLY)SUPPORT ROD HEX NUT & FLAT WASHER (E) W BM.TOLCO FIG. 304 OR B-LINE 3083 WELD BEAM ATTACHMENT 3/168'-0" (V.I.F.) FROM CENTRLINENO MINIMUM DISTANCE(E) W BM.(E) W BM.3/163/16TYP.B-LINE B22A STITCH-WELD OR B-LINE B11HEX NUT & TOLSTRUT NUT OR B-LINE BN200 SERIES STRUT NUT & TOLSTRUT 'F' SERIES FLAT FITTING OR B-LINE B200 FLAT FITTINGSUPPORT ROD, TYP. OPTION AOPTION BB-LINE SOLID, PUNCHED OR SLOTTED B22 CHANNEL WHERE STIFFENERS REQUIRED, TYP.B-LINE B22 SOLID OR PUNCHED CHANNEL, TYP., PUNCHED HOLE DIAMETER MUST BE 1/16" MAX LARGER THAN ROD DIAMETER(E) MECH. EQUIPMENT, MAX. WT. = =1,200 LBS.B-LINE ALL THREADED ROD, 3/8"⌀FOR EQUIPMENT UP TO 300 LBS. MAX. WT., 1/2"⌀FOR EQUIPMENT UP TO 1,200 LBS. MAX. WT., TYP.TOLCO FIG. 98 ROD STIFFENERS AT 13" O.C. MAX. WHERE STIFFENERS REQUIRER, TYP.MAX.4"#10 SELF TAPPING SMS @ 12" O.C. MAX. TYP.TYP.1" MAX.TOLCO FIG. 990 CABLE SWAY BRACE ATTACHMENT, TIGHTEN UNTIL BREAK-OFF NUTS COME OFFPRE-STRETCHED GALVANIZED AIRCRAFT W/ 7x19 STRAND CORE, 1/8"⌀FOR EQUIPMENT UP TO 300 LBS. MAX. WT., 3/16"⌀FOR EQPT. UP TO 1,200 LBS. MAX. WT., TYP. ALL CABLESTOLCO FIG. 991 CABLE SWAY BRACE ATTACHMENT, TIGHTEN UNTIL BREAK-OFF NUTS COME OFF, TYP.-30° MAX. FOR EQPT. WT. = 900 LBS. OR GREATER;45° MAX. FOR EQPT. WT. = 500 LBS. TO 900 LBS.;60° MAX. FOR EQPT. UP TO 500 LBS. MAX. WT. TYP ALL CABLESWITHOUT ROD STIFFENER18" MAX.B-LINE HN SERIES HEX NUT & B-LINE B200 SERIES SQUARE WASHER, TYP.MAX.1"MAX.4"MAX.1"(E) MECHANICAL EQUIPMENTPLAN VIEWCABLE BRACE, TYP.6'-0" MAX.TYP.2" MIN,(E) STRUCTURE ABOVEELEVATION VIEWHANGER CONNECTION PER BRACE CONNECTION PER S5042S5043BRACE CONNECTION PER S5042S5043S5044S5045S5046HANGER CONNECTION PER S5044S5045S5046CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1 1/2" = 1'-0"S504SUSPENDED EQUIPMENT DETAILSCARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20NO SCALE2CABLE BRACE ANCHORS TO STRUCTURAL STEELNO SCALE4THREADED ROD ANCHORS TO CONC. FILLED DECKNO SCALE3CABLE BRACE ANCHORS TO CONC. FILLED DECKNO SCALE5THREADED ROD ANCHORS TO ROOF DECKNO SCALE6THREADED ROD ANCHORS TO STRUCTURAL STEELDATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NO SCALE1EXISTING SUSPENDED EQUIPMENT ANCHORAGECONSTRUCTION CHANGE 0104.14.21 NOTES: 1. CONTRACTOR SHALL REFER TO ASCE 7-16 IN LIEU OF ASCE 7-10 WHERE REFERENCED IN THESE DETAILS.2. WHERE THE 12 INCH RULE EXCEPTION IS USED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE DETAILS, THE SUPPORTING ASSEMBLIES SHALL ALSO MEET THE FOLLOWING REQUIREMENTS: A. THE TOTAL WEIGHT SUPPORTED BY INDIVIDUAL ROD HANGERS SHALL NOT EXCEED 50 POUNDS. B. THE TOTAL WEIGHT SUPPORTED BY A SINGLE TRAPEZE ASSEMBLY SHALL NOT EXCEED 100 POUNDS.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedS600OPM -SHEET 1CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020NOTES:1. CONTRACTOR SHALL REFER TO ASCE 7-16 IN LIEU OF ASCE 7-10 WHERE REFERENCED IN THESE DETAILS.2. WHERE THE 12 INCH RULE EXCEPTION IS USED IN ACCORDANCE WITH THE REQUIREMENTS OF THESE DETAILS, THE SUPPORTING ASSEMBLIES SHALL ALSO MEET THE FOLLOWING REQUIREMENTS:A. THE TOTAL WEIGHT SUPPORTED BY INDIVIDUAL ROD HANGERS SHALL NOT EXCEED 50 POUNDS.B. THE TOTAL WEIGHT SUPPORTED BY A SINGLE TRAPEZE ASSEMBLY SHALL NOT EXCEED 100 POUNDS.CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S601OPM -SHEET 2CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S602OPM -SHEET 3CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S603OPM -SHEET 4CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S604OPM -SHEET 5CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S605OPM -SHEET 6CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S607OPM -SHEET 7CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S608OPM -SHEET 8CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S609OPM -SHEET 9CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S610OPM -SHEET 10CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S611OPM -SHEET 11CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S612OPM -SHEET 12CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S613OPM -SHEET 13CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S614OPM -SHEET 14CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"S615OPM -SHEET 15CARLSBAD SAFETY AND SERVICE CENTERDMMM2560 ORION WAYCARLSBAD, CA 92010100% CD SUBMITTAL09.11.20DATE SIGNED:NASNGIALONSIELE RPOEFM.TREDESE E R S RGEINo. 3930SN AHAMIRLRAUTCRTSUIA ORFIALNTEOFSATC09-11-2020CONSTRUCTION CHANGE 0104.14.21 UDCD-220010x6 WR15012x6 WD150RG-1300DUPFDSDTVLRB-2200LDA-1100BDD300EG-1RLRSPCWSCHWRDHHWSHHWRCHWSCDMDFSABBREVIATIONIDENTIFICATIONALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING:DROP IN DUCTWORKRETURN AND EXHAUST AIRSUPPLY AIRCEILING SUPPLY, TYPEFLOW (CFM)(IN DIRECTION OF AIR FLOW)FIRE DAMPER AND ACCESS DOORCOMBINATION FIRE AND SMOKE DAMPERRISE IN DUCTWORKTERMINAL AIR UNIT W/ REHEAT COILSMOKE DAMPERMOTORIZED DAMPER(IN DIRECTION OF AIR FLOW)DUCT FLEXIBLE CONNECTIONBACK DRAFT DAMPERDUCT FITTINGRADIUS ELBOWDUCT TRANSITIONOUTSIDE AIR DUCTVANED ELBOW(SUPPLY AIR OR FAN DISCHARGE)DUCT UNDER POSITIVE PRESSUREDUCT UNDER NEGATIVE PRESSUREDUCTWORK WITH ACOUSTIC LININGEXHAUST DUCTRETURN DUCTSINGLE LINE DUCTWORK, NEWEXISTING DUCT/PIPING TO REMAINEXISTING EQUIPMENT TO REMAIN(TO MATCH ACTIVE.)BLANK-OFF LINEAR DIFFUSER4FT ACTIVE LENGTH, 2 SLOT,LINEAR RETURN OR EXHAUST,200 CFM TOTALSYMBOLDESCRIPTIONAIR SYSTEM SYMBOLSEXISTING EQUIPMENT TO BE REMOVEDEXISTING DUCT/PIPING TO BE REMOVEDNEW PIPE WITH DIRECTION OF FLOWPIPE RISEPIPE DROPCONCENTRIC REDUCERFLANGED CONNECTIONPITCH DOWN IN DIRECTION OF FLOWPITCH UP IN DIRECTION OF FLOWPIPE IN UNDERGROUND CONDUITEXPANSION LOOPBALL JOINTPIPE EXPANSION JOINTGATE VALVEPIPE ANCHORANGLE GATE VALVEPIPE ALIGNMENT GUIDEANGLE VALVEDEAD END, SCREWED CAPCHECK VALVEUNIONMANUAL AIR VENTTEST PLUGTHERMOMETER AND WELLPRESSURE GAUGEVIBRATION ISOLATOR IN HANGERPRIMARY CHILLED WATER SUPPLYREFRIGERANT SUCTIONREFRIGERANT LIQUIDTHREE-WAY AUTOMATICTWO-WAY AUTOMATIC"Y" TYPE STRAINERSAFETY VALVEAUTOMATIC AIR VENTVACUUM BREAKERPRESSURE REDUCING VALVEPLUG VALVEPUMP OR FANCHILLED WATER RETURNCHILLED WATER SUPPLYCONDENSATE DRAINDRAINHEATING HOT WATER RETURNHEATING HOT WATER SUPPLYWATER SYSTEM SYMBOLSSYMBOLDESCRIPTIONMANUAL VOLUME DAMPERECCENTRIC REDUCERCONTROL VALVEWITH NEEDLE VALVECONTROL VALVECEILING RETURN, TYPEFLOW (CFM)CEILING EXHAUST, TYPEFLOW (CFM)SIDE WALL SUPPLY, TYPE, SIZEFLOW (CFM)SIDE WALL EXHAUST OR RETURN , TYPE, SIZEFLOW (CFM)LINEAR SUPPLY, TYPE, SIZEFLOW (CFM)GENERAL NOTESAPPLICABLE CODESSPECIAL INSPECTIONTITLE 24 NOTESMECHANICAL SYMBOLSABBREVIATIONSABBREVIATIONIDENTIFICATIONSHEET INDEXSEISMIC BRACINGCALGREEN BUILDING STANDARD NOTESPOINT OF DISCONNECTP.O.D.POINT OF CONNECTIONP.O.C.A. GENERAL:1. SCOPE OF WORK INCLUDES WORK SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS, WHETHER SHOWN ONTHE DRAWINGS OR NOT. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO COVER THE ENTIRE INSTALLATION OF A COMPLETEAND FUNCTIONAL SYSTEM TO OPERATE AS DESCRIBED.2. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED WORK. THEY DO NOT INDICATE THE METHOD OFCONSTRUCTION. CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND SHALL BE RESPONSIBLE FOR ALL CONSTRUCTIONMEANS AND METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES.3. THESE DRAWINGS ARE DIAGRAMMATIC. ALL TURNS, BENDS, AND ELEVATION CHANGES ARE NOT SHOWN ON THESE DRAWINGS.THE CONTRACTOR SHALL ASSUME FULL RESPONSIBILITY OF COORDINATION WITH VARIOUS TRADES AND INCLUDE ALL TURNS,BENDS, ADDITIONAL LENGTHS OF DUCTS, AND TRANSITIONS WITHOUT ADDITIONAL COST TO THE OWNER.4. THE CONTRACTOR MUST EXAMINE ALL CONSTRAINTS AND THE AVAILABLE SPACE AT THE SITE THAT MAY REQUIRE CUSTOMFABRICATION. DISASSEMBLY AND RE-ASSEMBLY OF CERTAIN EQUIPMENT AT THE FINAL LOCATION OF THE JOB SITE. NO CHANGEORDER WILL BE GRANTED TO MECHANICAL CONTRACTOR AFTER COMMENCING WORK DUE TO EXISTING CONDITION.5. PROTECT ALL MATERIALS INCLUDING DUCTS AND PIPES FROM DUST AND DEBRIS AND KEEP OPEN END OF PIPES AND DUCTSCOVERED AT ALL TIMES UNTIL READY FOR INSTALLATION OF NEXT SEGMENT OF WORK.6. WORK DAMAGED OR CUT INTO DURING CONSTRUCTION SHALL BE PATCHED, REPAIRED, PAINTED AND FINISHED TO MATCHEXISTING ADJACENT SURFACES IN TEXTURE, COLOR, AND FINISH.7. ALL MECHANICAL EQUIPMENT, MATERIALS, AND INSTALLATION SHALL BE IN ACCORDANCE WITH THE LATEST CALIFORNIAMECHANICAL CODE.8. ALL INSULATION SHALL COMPLY WITH THE REQUIREMENTS OF TITLE 24 CALIFORNIA CODE OF REGULATIONS IN ADDITION TO THEREQUIREMENTS OF SPECIFICATIONS.9. INSTALL EQUIPMENT IN ACCESSIBLE LOCATION AND PROVIDE ADEQUATE SERVICE CLEARANCE FOR NORMAL MAINTENANCEWITHOUT REQUIRING REMOVAL OF ARCHITECTURAL, ELECTRICAL OR STRUCTURAL ELEMENTS.10. FOR EQUIPMENT LOCATED ABOVE CEILING, INSTALL SUCH EQUIPMENT CLOSE ENOUGH TO THE CEILING ELEVATION TO FACILITATEREADY ACCESS FOR MAINTENANCE AND SERVICING.11. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH STRUCTURAL ELEMENTS TO BE DONE ONLY WHEN SO DETAILED ON THEDRAWINGS OR ACCEPTED BY THE STRUCTURAL ENGINEER.12. VERIFY ELECTRICAL CHARACTERISTICS PRIOR TO BID AND MATERIAL PURCHASE.13. COORDINATE TEMPERATURE SENSOR AND THERMOSTAT LOCATION WITH FLOOR PLANS AND ELEVATION WITH LIGHT SWITCH/FIREALARM DEVICES. TEMPERATURE SENSOR AND THERMOSTAT ELEVATION SHALL BE SAME ELEVATION AS LIGHT SWITCH/FIRE ALARMDEVICES.B. DUCTWORK:1. UNLESS OTHERWISE NOTED, ALL DIMENSIONS FOR DUCTS, GRILLES, DAMPERS, ETC. ARE IN INCHES.2. MATERIAL EXPOSED WITHIN A DUCT OR PLENUM SHALL COMPLY WITH SECTION 602, CMC.3. DUCT PRESSURE CLASS BETWEEN AIR HANDLING UNITS AND THE INLET TO AIR TERMINAL UNITS SHALL BE BASED ON THE TOTALSTATIC PRESSURE OF THE CORRESPONDING AIR HANDLING UNIT AND SUCH DUCTS SHALL BE PRESSURE TESTED FOR LEAKS PERSMACNA STANDARDS BEFORE CONCEALING DUCTS AND BEFORE CONNECTING TO AIR TERMINAL UNITS. OTHER DUCTWORKLOCATED IN SHAFTS OR ENCLOSURES SHALL ALSO BE PRESSURE TESTED PER REQUIREMENTS AS STATED IN THESPECIFICATIONS.4. PROVIDE AND INSTALL ALL NECESSARY ACCESS DOORS AND CEILING ACCESS PANELS FOR DAMPERS AND CONTROLS.COORDINATE WITH CEILING SUSPENSION SYSTEM.5. FOR EXACT LOCATIONS OF DIFFUSERS AND GRILLES, SEE ARCHITECTURAL DRAWINGS.6. COORDINATE THE CORRECT TYPE OF CEILING DIFFUSER AND REGISTER MARGINS TO BE INSTALLED WITH CEILING SUSPENSIONSYSTEM TO BE USED.7. PROVIDE MANUAL VOLUME DAMPERS ON RETURN AND EXHAUST DUCT BRANCHES, AND SUPPLY DUCT BRANCHES DOWNSTREAMOF THE AIR TERMINAL UNITS FOR PROPER BALANCING OF THE AIR DISTRIBUTION SYSTEM. OPPOSED BLADE DAMPER ATDIFFUSERS AND REGISTERS SHALL NOT BE USED FOR AIR BALANCING. ALL REQUIRED MANUAL VOLUME DAMPERS MAY NOT BESHOWN ON PLANS.8. PROVIDE MANUAL VOLUME DAMPERS AT SUPPLY, RETURN, AND EXHAUST MAIN DUCTS AT THE LOCATION WHERE SUCH DUCTSARE CONNECTING TO THE CORRESPONDING DUCT RISER AT EACH FLOOR. LOCATE DAMPERS NEAR (BUT NOT INSIDE) THE SHAFTENCLOSURE.9. PROVIDE MANUAL VOLUME DAMPER REMOTE REGULATOR FOR THE MANUAL VOLUME DAMPER LOCATED ABOVE INACCESSIBLECEILING AND AT THE LOCATION NOT READILY ACCESSIBLE. REFER TO SPECIFICATIONS FOR TYPE AND FLOOR PLANS FORLOCATIONS. OBTAIN APPROVAL FROM THE OWNER'S REPRESENTATIVE WHERE AN ACCESS DOOR/PANEL IS SUBSTITUTED IN LIEUOF REMOTE REGULATOR.10. PROVIDE DOUBLE RADIUS TURNING VANES IN ALL RECTANGULAR RIGHT ANGLE DUCT ELBOWS.11. ALL CIRCULAR METAL DUCTWORK SHALL BE SPIRAL WITH PRE-FABRICATED SOLDERED FITTINGS.12. ALL ROUND DUCT TAKEOFFS FROM RECTANGULAR DUCT SHALL BE MADE WITH FACTORY FABRICATED SPIN-IN FITTINGS WITHSCOOP EXTRACTOR AND LOCKING QUADRANT BUTTERFLY DAMPER.13. FLEXIBLE ROUND DUCT SHALL BE USED ONLY FOR FINAL CONNECTIONS TO VAV BOXES, DIFFUSERS AND REGISTERS. RUNS SHALLBE LIMITED TO 5 FEET MAXIMUM. MINIMUM RADIUS OF TURNS OR BENDS OF FLEXIBLE DUCT SHALL BE 1-1/2 TIMES DIAMETER OFDUCT.14. DUCT LOCATED UPSTREAM AND WHERE SUCH DUCT IS 10 FEET OR LESS BETWEEN THE AIR TERMINAL UNIT INLET AND THE MAINDUCT SHALL BE SAME SIZE AS THE TERMINAL UNIT INLET. OTHERWISE, SIZE DUCT LOCATED UPSTREAM OF AIR TERMINAL UNIT PERSIZE AS NOTED ON FLOOR PLANS.15. PROVIDE ALL NECESSARY PLENUMS OR TRANSITIONS FOR FLEXIBLE DUCT CONNECTIONS TO DIFFUSERS AND REGISTERS.16. ALL DUCTWORK IN RETURN AIR PLENUM SHALL BE INSULATED WITH 1-1/2" THICK FIBERGLASS BLANKET (0.75 LBS. PER CUBICFOOT) WITH VAPOR BARRIER AND U.L. LISTED.17. COORDINATE WITH ELECTRICAL AND ARCHITECTURAL DESIGN PLANS FOR LOCATION OF POWER AND LOCAL DISCONNECTS FORCOMBINATION FIRE/SMOKE DAMPERS. SUSPENDED UTILITY SYSTEMS WHICH INCLUDE:· ELECTRICAL, MECHANICAL, AND PLUMBING EQUIPMENT AND ASSOCIATED CONDUIT, DUCTWORK, AND PIPING AREREQUIRED TO HAVE SEISMIC RESTRAINT ATTACHMENTS DESIGNED TO RESIST THE TOTAL DESIGN SEISMIC FORCESPRESCRIBED IN SECTION 1613A. PROVIDE TYPICAL SEISMIC RESTRAINT DETAILS. DOCUMENTATION SUBSTANTIATINGCOMPLIANCE WITH SECTION 1613A OF THE 2019 INTERNATIONAL BUILDING CODE (2019 CALIFORNIA BUILDING CODE)TO INCLUDE SEISMIC RESTRAINT ASSEMBLY DETAILS. ANCHORAGE TO OVERHEAD STRUCTURES WITH SUPPORTINGENGINEERING STAMP BY A LICENSED CIVIL OR STRUCTURAL ENGINEER IS REQUIRED AT TIME OF INSPECTION.NONSTRUCTURAL COMPONENTS AND EQUIPMENT SUPPORTS AND ATTACHMENTS· PROVIDE DETAILS ON THE CONSTRUCTION DOCUMENTS AND SUBSTANTIATING CALCULATIONS (WHEN NECESSARY)FOR THE SUPPORTS AND ATTACHMENTS OF NONSTRUCTURAL COMPONENTS AND EQUIPMENT UNLESS THEY AREEXEMPTED FROM PLAN REVIEW BY 2019 CBC SECTIONS 1616A.1.18. THE SUPPORTS AND ATTACHMENTS DETAILSSHALL BE COORDINATED WITH THE CALCULATIONS AND THE MANUFACTURE'S LITERATURE. SKETCHES SHOWN IN THECALCULATIONS FOR THE PURPOSE OF ILLUSTRATING THE ANALYTICAL METHOD ARE NOT ADEQUATE.EQUIPMENT SUPPORTS AND ATTACHMENTS· SUPPORTS AND ATTACHMENTS OF ALL EQUIPMENT TO BE INSTALLED AS A PART OF THIS PROJECT SHALL BEDETAILED ON CONSTRUCTION DOCUMENTS, EXCEPT THOSE EXEMPT BY THE 2019 CBC SECTION 1616A.1.18.· EQUIPMENT SUPPORTS AND ATTACHMENTS SHALL BE APPROVED BY THE APPROPRIATE DESIGN PROFESSIONAL OFRECORD AS A PART OF FIELD REVIEW/OBSERVATIONS. THE INSPECTOR OF RECORD (IOR) SHALL ASSURE THAT THEABOVE REQUIREMENTS ARE ENFORCED. (2019 CBC SECTIONS 107 AND 1616A)PIPES, DUCTS, AND CONDUITS SUPPORTS, ATTACHMENTS, AND BRACING· PROVIDE CALCULATIONS AND DETAILS FOR SUPPORTS, ATTACHMENTS, AND BRACING OF ALL PIPES, DUCTS, ANDCONDUITS. IF A PRE-APPROVED SYSTEM IS SPECIFIED (THE OPM NUMBERS FOR THE ACCEPTABLE ALTERNATIVESSHALL BE SPECIFIED ON THE DRAWINGS) CERTAIN CALCULATIONS AND DETAILS FOR THE SUPPORTING STRUCTUREARE STILL REQUIRED.· (2019 CAC SECTIONS 7-115, 7-126, AND CBC 2019 SECTION 107)PRE-APPROVED PIPES, DUCTS, AND CONDUITS SEISMIC BRACINGA. LAYOUT DRAWINGS OF THE SUPPORTS, ATTACHMENTS, AND BRACING SYSTEMS IN ACCORDANCE WITH THEPRE-APPROVED SHALL BE SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL (RDP) IN RESPONSIBLE CHARGE OFTHE PROJECT FOR REVIEW TO VERIFY THAT THE DETAILS ARE IN CONFORMANCE WITH THE CODE REQUIREMENTS. THELAYOUT DRAWINGS SHALL AS MINIMUM SATISFY THE REQUIREMENTS OF ASCE 7 SECTION 13.6 AS MODIFIED BY THE CBC2019 SECTION 1616A.1. THE STRUCTURAL ENGINEER OF RECORD (SEOR) SHALL VERIFY THAT THE SUPPORTING STRUCTURE IS ADEQUATEFOR THE FORCES IMPOSED ON IT BY THE SUPPORTS, ATTACHMENTS, AND BRACES INSTALLED IN ACCORDANCEWITH THE PRE-APPROVAL IN ADDITION TO ALL OTHER LOADS.2. THE SEOR SHALL FORWARD THE SUPPORTS, ATTACHMENTS, AND BRACING DRAWINGS (INCLUDED APPROVEDAMENDED CONSTRUCTION DOCUMENTS FOR SUPPLEMENTARY FRAMING WHERE REQUIRED) TO THE DISCIPLINE INRESPONSIBLE CHARGE WITH A NOTATION INDICATING THAT THE DRAWINGS HAVE BEEN REVIEWED AND ARE INGENERAL CONFORMANCE WITH THE PRE-APPROVAL IN ADDITION TO ALL OTHER LOADS.3. A “SHOP DRAWING STAMP” MAY BE USED TO INDICATE COMPLIANCE WITH THIS REQUIREMENT.4. THE REGISTERED DESIGN PROFESSIONAL (RDP), OTHER THAN SEOR, MAY PROVIDE THE SHOP DRAWING.B. THE SEOR SHALL DESIGN ANY SUPPLEMENTARY FRAMING THAT IS NEEDED TO RESIST THE LOADS, MAINTAIN STABILITYAND/OR IS REQUIRED FOR INSTALLATION OF PRE-APPROVED SYSTEM.· THE SUPPLEMENTARY FRAMING SHALL BE SUBMITTED AS AN AMENDED CONSTRUCTION DOCUMENTS (ACD).C.THE LAYOUT DRAWINGS (WITH THE SHOP DRAWING STAMP) SHALL BE SUBMITTED FOR REVIEW:1. STRUCTURE SUPPORTING THE DISTRIBUTION SYSTEM HAS ADEQUATE CAPACITY,2. SEISMIC DESIGN FORCES (FP) ARE IN ACCORDANCE WITH THE CBC 2019; ANDD. THE LAYOUT DRAWINGS (WITH THE SHOP DRAWING STAMP) SHALL BE KEPT ON THE JOBSITE AND CAN THEN BE USEDFOR INSTALLATION OF THE SUPPORT AND BRACING.E. A COPY OF THE CHOSEN BRACING SYSTEM(S) INSTALLATION GUIDE/OPM MANUAL SHALL BE ON THE JOBSITE PRIOR TOSTARTING THE INSTALLATION OF HANGERS AND/OR BRACES.· IT IS THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN COPIES OF OPM AND FURNISH THE IOR WITH ONE COPY EACH.F. COMPONENTS OF TWO OR MORE PRE-APPROVED BRACING SYSTEMS SHALL NOT BE MIXED.· ONLY ONE PRE-APPROVED BRACING SYSTEM MAY BE USED FOR A RUN OF PIPE, DUCT, OR CONDUIT.· ANY SUBSTITUTION OF COMPONENT OF AN OPM SYSTEM SHALL REQUIRE REVIEW AND APPROVAL.(2019 CAC SECTIONS 7-115, 7-126, 7-153, AND CBC 2019 SECTION 107)1. MINIMUM OF 50% OF NON HAZARDOUS CONSTRUCTION WASTE IS TO BE RECYCLE. CGC 5.713.8.1.2. TESTING AND ADJUSTING OF NEW SYSTEMS SHALL COMPLY AS OUTLINED IN CGC SECTION 5.713.10.4.2.3. OPERATIONS AND MAINTENANCE SCHEDULE (O&M) AS LISTED IN CGC SECTION 5.713.10.4.5 SHALL BE DELIVERED TO THEBUILDING OWNER OR REPRESENTATIVE AND THE FACILITIES OPERATOR.4. DURING CONSTRUCTION, ENDS OF DUCT OPENING SHALL BE SEALED, AND MECHANICAL EQUIPMENT SHALL BE COVERED.CGC 5.714.4.3.5. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 5.504.4 AND TABLES 4.504.1, 5.504.4.1, 5.504.4.2, 5.504.4.3AND 5.504.4.5 FOR: ADHESIVES, SEALANTS, PAINTS, AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. CGC5.714.4.4 .6. PRIOR TO FINAL APPROVAL OF THE BUILDING THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLECHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE COUNTY APPROVED GREEN BUILDINGSTANDARDS CERTIFICATION FORM OR OTHER DOCUMENTATION REQUIRED BY THE COUNTY AND GIVEN TO THE BUILDINGDEPARTMENT OFFICIAL PRIOR TO BUILDING FINAL APPROVAL TO BE FILED WITH THE APPROVED PLANS.1. NO CHANGES ARE BEING MADE TO THE BUILDING ENVELOPE.2. NO ADDITIONAL COOLING/HEATING LOADS ARE BEING ADDED TO THE BUILDING HVAC SYSTEMS.3. ALL HVAC SYSTEMS SHALL MEET THE CONTROL REQUIREMENTS PER SECTION 110.2 AND 120.2 E.E.S.4. ALL PIPING AND DUCTWORK SHALL BE INSULATED CONSISTENT WITH THE REQUIREMENTS OF SECTIONS 120.3, 120.4 AND120.7 TITLE 24 ENERGY STANDARDS AND CHAPTER 6 OF CMC.5. ALL MECHANICAL CERTIFICATE OF ACCEPTANCE FORMS AND ALL RELATED ACCEPTANCE DOCUMENTS SHALL BESUBMITTED TO THE FIELD INSPECTOR DURING CONSTRUCTION. CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTILTHESE FORMS ARE REVIEWED AND APPROVED.6. INSULATION AND FLEXIBLE DUCT SHALL COMPLY WITH STATE FIRE MARSHAL CRITERIA AND SHALL NOT EXCEED FLAMESPREAD OF 25 AND SMOKE DEVELOPED OF 50 PER ASTM-84, NFPA-225, AND U.L.-723.PART 1: 2019 CALIFORNIA ADMINISTRATIVE CODEPART 2: 2019 CALIFORNIA BUILDING CODEPART 3: 2019 CALIFORNIA ELECTRICAL CODEPART 4: 2019 CALIFORNIA MECHANICAL CODEPART 5: 2019 CALIFORNIA PLUMBING CODEPART 6: 2019 CALIFORNIA ENERGY CODEPART 9: 2019 CALIFORNIA FIRE CODEPART 11: 2019 CALIFORNIA GREEN BUILDING STANDARDDUCT LEAKAGE TEST CMC 603.10.1PERIODIC SPECIAL INSPECTION IS REQUIRED FOR CONCRETE EXPANSION ANCHORS. THE SPECIAL INSPECTOR SHALLVERIFY ANCHOR TYPE, ANCHOR DIMENSIONS, HOLE DIMENSIONS, ANCHOR EMBEDMENT, TIGHTENING TORQUE, ANDADHERENCE TO THE MANUFACTURER'S PRINTED INSTALLATION INSTRUCTIONS.DUCTWORK SHALL BE LEAK-TESTED IN ACCORDANCE WITH SMACNA HVAC AIR DUCT LEAKAGE TEST MANUAL. REPRESENTATIVESECTIONS TOTALING NOT LESS THAN 10 PERCENT OF THE TOTAL INSTALLED DUCT AREA SHALL BE TESTED. WHERE THE TESTED 10PERCENT FAIL TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, THEN 40 PERCENT OF THE TOTAL INSTALLED DUCT AREA SHALLBE TESTED. WHERE THE 40 PERCENT FAIL TO COMPLY WITH THE REQUIREMENTS OF THIS SECTION, THEN 100 PERCENT OF THE TOTALINSTALLED DUCT AREA SHALL BE TESTED. SECTIONS SHALL BE SELECTED BY THE BUILDING OWNER OR DESIGNATED REPRESENTATIVEOF THE BUILDING OWNER. POSITIVE PRESSURE LEAKAGE TESTING SHALL BE PERMITTED FOR NEGATIVE PRESSURE DUCTWORK.A, AMPS AMPERESABV ABOVEAD ACCESS DOORAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITAMB AMBIENTAP ACCESS PANELARCH ARCHITECTURALATU AIR TERMINAL UNITAUTO AUTOMATICBD BACK DRAFT DAMPERBDD BACK DRAFT DAMPERBEL BELOWBHP BRAKE HORSEPOWERBTUH BRITISH THERMAL UNITS PER HOURCAP CAPACITYCD CEILING DIFFUSERCDP CONDENSATE DRAIN PIPECFM CUBIC FEET PER MINUTECFSD COMBINATION FIRE SMOKE DAMPERCLG CEILINGCOMP COMPRESSORCOND CONDITIONCOP COEFFICIENT OF PERFORMANCEdB DECIBELDB DRY BULB TEMPERATUREDDC DIRECT DIGITAL CONTROLDEFL DEFLECTIONDL DOOR LOUVERDN DOWNDPSW DIFFERENTIAL PRESSURE SWITCHDS DUCT SILENCER (SOUND TRAP)DSW DISCONNECT SWITCHDWGS DRAWINGSE EXISTINGEA EACHEER ENERGY EFFICIENCY RATIOEF EXHAUST FANEFF EFFICIENCYEG EXHAUST GRILLEELECT ELECTRICALELEV ELEVATIONENCL ENCLOSUREENT ENTERINGESP EXTERNAL STATIC PRESSUREEVAP EVAPORATOR, EVAPORATIVEEXH EXHAUST°F DEGREES FAHRENHEITFA FRESH AIR OR OUTSIDE AIRFC FAN COILFLA FULL LOAD AMPSFLEX FLEXIBLEFPI FINS PER INCHFPM FEET PER MINUTEFS FLOOR SINKFSW FLOW SWITCHGAL GALLONGPM GALLONS PER MINUTEH HEIGHTHC HEATING COILHF HUMIDIFIERHP HORSEPOWERHR HOURHTG HEATINGHVAC HEATING, VENTILATING AND AIR CONDITIONINGHZ HERTZIN WG INCHES WATER GAUGEKW KILOWATTL LENGTHLBS POUNDSLD LINEAR DIFFUSERLRA LOCKED ROTOR AMPERESLVG LEAVINGMAX MAXIMUMMBH, MBTUH THOUSAND BRITISH THERMAL UNITS PER HOURMCA MINIMUM CIRCUIT AMPACITYMCC MOTOR CONTROL CENTERMD MOTORIZED DAMPERMFGR MANUFACTURERMIN MINIMUMMOCP MAXIMUM OVERCURRENT PROTECTIONN NEWNC NOISE CRITERIANEMA NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATIONOBD OPPOSED BLADE DAMPEROC ON CENTEROPER OPERATINGOPNG OPENINGOP WT OPERATING WEIGHTOV OUTLET VELOCITYP PUMPPD PRESSURE DROPPH PHASEPOC POINT OF CONNECTIONPR, PRESS PRESSUREPSI POUND PER SQUARE INCHPT PRESSURE TREATEDQTY QUANTITYRA RETURN AIRREFR REFRIGERANTRH RELATIVE HUMIDITYRLA RATED LOAD AMPERESREL RELOCATEDSA SUPPLY AIRSC SENSIBLE CAPACITYSCOP SENSIBLE COEFFICIENT OF PERFORMANCESD SMOKE DETECTORSF, SQ FT SQUARE FEETSHT SHEETSS STAINLESS STEELSW SWITCHTAD TRANSFER DUCTTC TOTAL CAPACITYTDH TOTAL DYNAMIC HEADTEMP TEMPERATURETSP TOTAL STATIC PRESSURETYP TYPICALUC UNDER CUTUL UNDERWRITER'S LABORATORYUON UNLESS OTHERWISE NOTEDUTR UP THRU ROOFV VOLTSVAV VARIABLE AIR VOLUMEW WIDTHW/ WITHWB WET BULB TEMPERATUREWT WEIGHTREL RELOCATEXXYYXXYYEQUIPMENT TAG - EXISTINGEQUIPMENT TAG - NEWCHWR CHILLED WATER RETURNCHWS CHILLED WATER SUPPLY.CHWS&R CHILLED WATER SUPPLY AND RETURN.HHWR HEATING HOT WATER RETURN.HHWS HEATING HOT WATER SUPPLY.HHWS&R HEATING HOT WATER SUPPLY AND RETURN.U/G UNDER GROUNDTHERMOSTAT / TEMPERATURE SENSORTCARBON DIOXIDE SENSORCO21. THE TOTAL SYSTEM AIR BALANCE SHALL BE PERFORMED BY AN INDEPENDENT AGENCYCERTIFIED BY THE AABC. THIS WORK SHALL CONFORM TO AABC SPECIFICATIONS ASREFERRED TO IN THE AABC NATIONAL STANDARDS.AIR BALANCE NOTESCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARKDATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM001NOTES, LEGEND AND ABBREVIATIONSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21SHEET NO.SHEET TITLESCALEM001 NOTES, LEGEND AND ABBREVIATIONSNO SCALEM002 SCHEDULESNO SCALEM003 SCHEDULESNO SCALEM004 SCHEDULESNO SCALEM005 SCHEDULESNO SCALEM100 CAMPUS SITE PLAN1"=20'M201 DEMOLITION FLOOR PLAN - LEVEL 11/8"=1'-0"M202 DEMOLITION FLOOR PLAN - LEVEL 21/8"=1'-0"M202.1 DEMOLITION FLOOR PLAN - EOC WING1/8"=1'-0"M203 DEMOLITION ROOF PLAN1/8"=1'-0"M203.1 DEMOLITION ROOF PLAN - EOC WING1/8"=1'-0"M204 PROPOSED FLOOR PLAN - LEVEL 11/8"=1'-0"M205 PROPOSED FLOOR PLAN - LEVEL 21/8"=1'-0"M205.1 FLOOR PLAN - EOC WING1/8"=1'-0"M206 PROPOSED ROOF PLAN1/8"=1'-0"M206.1 ROOF PLAN - EOC WING1/8"=1'-0"M207 BOILER ROOM PLANS1/4"=1'-0"M208 ENLARGED MECHANICAL ROOM - LEVEL 11/4"=1'-0"M209 ENLARGED MECHANICAL ROOM - LEVEL 21/4"=1'-0"M210 ENLARGED MECHANICAL ROOM - LEVEL1 & 21/4"=1'-0"M211 TEMPORARY COOLING PLAN1/4"=1'-0"M212 PIPING PLAN LEVEL-11/8"=1'-0"M213 PIPING PLAN LEVEL-21/8"=1'-0"M301 SECTIONS & DETAILS1/4"=1'-0"M801 DETAILSNO SCALEM802 DETAILSNO SCALEM803 DETAILSNO SCALEM804 DETAILSNO SCALEM805 DETAILSNO SCALEM806 DETAILSNO SCALEM807 DETAILSNO SCALEM821 CONTROL DIAGRAMSNO SCALEM822 CONTROL DIAGRAMSNO SCALEM823 CONTROL DIAGRAMSNO SCALEM824 CONTROL DIAGRAMSNO SCALEM825 CONTROL DIAGRAMSNO SCALEM826 CONTROL DIAGRAMSNO SCALEM827 CONTROL DIAGRAMS - SEQUENCE OF OPERATION NO SCALEM901 TITLE 24 DOCUMENTATIONNO SCALEM902 TITLE 24 DOCUMENTATIONNO SCALE1 04.14.21 CONSTRUCTION CHANGE 01111111111 939096959091VAV BOX SCHEDULE - (NEW)CS-1CR-124"x24" PANEL - 3 CONES SUPPLY DIFFUSERCEILING RETURN GRILLE 35 DEG BLADESTITUSTITUSTITUSTITUSTITUSTITUSTITUSTITUSTMSA350 RLCE-1CS-2TMSACR-2CE-2WS-1 WALL SUPPLY GRILLE - DOUBLE DEFLECTION272WR-1TITUSWE-1NOTES:TBAR DROP INSURFACESURFACESURFACECEILING EXHAUST GRILLE 35 DEG BLADES24"x24" PANEL - 3 CONES SUPPLY DIFFUSERCEILING EXHAUST GRILLE 35 DEG BLADESCEILING RETURN GRILLE 35 DEG BLADESWALL RETURN GRILLE - 35 DEG BLADESWALL EXHAUST GRILLE - 35 DEG BLADESSURFACESURFACESURFACETBAR DROP INTBAR DROP INFL-15 HTLINEAR SUPPLY GRILLELINEAR RETURN GRILLELSG-1LRG-1LEG-1TITUSTITUSTITUSLINEAR EXHAUST GRILLEDIFFUSER, REGISTER & GRILLE SCHEDULETITUSOAG-1SURFACEOUTSIDE AIR GRILLE INTAKE - 35 DEG BLADESTITUSOEG-1SURFACEOUTSIDE EXHAUST GRILLE - 35 DEG BLADESVAV BOX SCHEDULE - (EXISTING TO BE REBALANCED)TAGCFMNECK SIZENEWNEWNEWNEWNEWNEWNEWNEWNEWNEWNEWNEWNEWNEWCS-3SPIRAL DUCT MOUNTED SUPPLY GRILLE3/4" BLADE SPACING, DOUBLE DEFLECTION.TITUSNEWS300FLDUCT24"X48" PANEL - SUPPLY DIFFUSERTRITEC-SS TBAR DROP INCRITICAL ENVIRONMENT DIFFUSERTITUSNEWCS-424"X24" PANEL - SUPPLY DIFFUSERTRITEC-SSCRITICAL ENVIRONMENT DIFFUSERTITUSCS-5SURFACENEWVAV BOX SCHEDULE - (EXISTING TO BE REBALANCED)CEILING SUPPLY DIFFUSERSG-SDSECURITY SUICIDE PREVENTION DIFFUSER.TITUSCS-6SURFACENEWCR-3CE-3CEILING RETURN GRILLESG-SDTITUSSURFACENEWCEILING EXHAUST GRILLESG-SDSECURITY SUICIDE PREVENTION GRILLE.TITUSSURFACENEWCS-7SUPPLY GRILLE FOR MPOE ROOM0º DEFLECTION, PERFORATED DIFFUSER.TITUSPARNEW350 RL350 RL350 RL350 RL350 RLFL-15 HTFL-15 HT350 RL350 RLTBAR DROP INSECURITY SUICIDE PREVENTION GRILLE.SURFACESURFACESURFACEFL-15 HTLINEAR SUPPLY GRILLELSG-2TITUSNEWSIDE WALL1-1/2" SLOT, SINGLE SLOT.1-1/2" SLOT, SINGLE SLOT.1-1/2" SLOT, SINGLE SLOT.1-1/2" SLOT, SINGLE SLOT.CFMMBHEAT(°F)HOT WATER REHEAT COILDESCRIPTIONSYMBOLNOTESTITUS DESVSIZEMAX MINCFMINLET DOWNSTATIC PRESSUREMIN RAD DISNC LEVELSINLET(IN)AREA SERVEDLAT(°F)APd(WG)GPMEWT(°F)LWT(°F)WPd(FT.)ROWS FPICONN.(LH/RH)OPERWT.(LBS.)ROOMLOCATEDDESCRIPTIONMANUFACTURERCOMMENTSMODELTAGMOUNTINGTITUS DESVTITUS DESVTITUS DESVTITUS DESVDESCRIPTIONSYMBOLSIZEMAX MINCFMINLET DOWNSTATIC PRESSUREMININLET(IN)AREA SERVEDNOTES:CS-130012x12160 INTERVIEW RM146 LOUNGE106 MEETING133 & 134 WATCH COMMANDER116 TRAFFIC04 90 30 1 0.25 0.0311 252506 330 100 1 0.25 0.1621 2304 90 30 1 0.25 0.0311 2508 600 180 1 0.25 0.1422 28440 130 1 0.25 0.0819 276.70.07 0.4160 0.16RH160146103133116VBH1161 PHYSICAL FITNESS430 170 0.88 - -VBH2960 380 0.82 - -VBH3108 TRAFFIC SUPERVISOR4380 70 0.51 - -VBH4102 ENTRY VESTIBULE4450 80 0.89 - -VBH5101 LOBBY20 1020 400 1.03 - -VBH6109 RECORDS12 1040 400 0.83 - -VB7197 HALLWAY4510 150 0.28 - -VB8107 CRIME LIVE SCAN103 CORRIDOR2 100 40 0.31 - -VB9105 PUBLIC INQUIRY104 PUBLICH COUNTER4 380 90 0.28 - -VB10196 HALLWAY2200 80 0.29 - -VB11131 ATRIUM / REPORT WRITING12 1480 450 0.43 - -VB1212 1480 450 0.43 - -VBH13113 TRAFFIC OFFICE2250 90 0.51 - -VB14165 INTERVIEW / PRESS4- - - - -VB15114 , 115 TRAFFIC OFFICE 2 280 80 0.31 - -VBH16121 BRIEFING4450 150 0.78 - -ROOMLOCATED161108104104109197102102169196164116165116121STATUS412VBH178 680 270 0.87 - -VBH188 520 200 0.76 - -VBH19122 REAR ENTRY4480 160 0.78 - -126VBH20151 CST2230 80 0.71 - -152VB21153 CST OFFICE2100 40 0.31 - -153VBH22152, 154 OFFICE2 270 90 0.64 - -154VBH23--- - - - --VBH24158 NORCOTICS2100 40 0.33 - -158VB25157 EVIDENCE2120 40 0.31 - -157VB26193 HALLWAY2260 80 0.29 - -VBH27159 PROPERTY & EVIDENCE4400 160 0.78 - -159VB28159 PROPERTY & EVIDENCE4300 90 .028 - -159VB29195 HALLWAY4380 120 0.28 - -151VB30126 BATTERY CHG. SHOTGUNSTOR. 125 DRY CLEANING2 155 50 0.29 - -126VB31198 HALLWAY2230 70 0.24 - -146VBH32110 RECORDS SUPERVISOR2270 80 0.81 - -110VBH33204 SGT. OFFICE4375 120 0.81 - -204VBH344 260 130 0.54 - -TRANE VCWCTRANE VCWCTRANE VCWCTRANE VCWCTRANE VCWCTRANE VCWCTRANE VCCCTRANE VCCCTRANE VCCCTRANE VCCCTRANE VCCCTRANE VCCCTRANE VCWCTRANE VCCCTRANE VCCCTRANE VCWCTRANE VCWCTRANE VCWCTRANE VCWCTRANE VCWCTRANE VCWCTRANE VCWCTRANE VCWCTRANE VCWCTRANE VCCCTRANE VCCCTRANE VCWCTRANE VCCCTRANE VCCCTRANE VCCCTRANE VCCCTRANE VCWCTRANE VCWCTRANE VCWCSTATUSNOTES:1. REBALANCE EXISTING VBH & VB UNIT TO DESIGN AIR FLOW AS INDICATED ON DRAWING M204 AND M205VBH69VBH74VBH71VBH72VBH73TITUS DESV141141 CRIME ANALYST520VBH70150 1 0.25 0.1020 27TITUS DESVVBH75254254 OFFICE08081302525302530TO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGNOT USEDTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTING16411516504114141414282815-1516222216151415-1514141614141414151516VBH76VBH77TITUS DESV155156 BAG TAG330 100RH 25TITUS DESV156155 HOMELESS OUTREACH100 30RH 25VBH78112 MEETING ROOMTITUS DESV112200 604.00.03 0.3160 0.07RH061 0.25 0.0614 227525111111 PATROL SERGEANT08 600 180 1 0.25 0.1422 2830TITUS DESVVBH795M802DETAIL1, 2, 3, 4, 5451901 10451901 10451901 10451901 10061 0.25 0.1621 23041 0.25 0.0314 274.90.07 0.3160 0.091003.10.01 0.2160 0.04558.30.12 0.6160 0.245 871901 10RH3.10.01 0.2160 0.0445 961901 10RH7.30.09 0.5160 0.1745 901901 10RH3.10.01 0.2160 0.0445 961901 10RH4.90.07 0.3160 0.0945 901901 10RH8.30.12 0.6160 0.2045 871901 10RH5M8025M8025M8025M8025M8025M8025M8025M8025M8025M802DEMO500 150 1 0.25 0.1020 277.4081500.09 0.5160 0.17451901 1030RH157205 SGT. OFFICE205161 PHYSICAL FITNESS161131 ATRIUM / REPORT WRITING121 BRIEFING121121 BRIEFING121CFM MBHEAT(°F)HOT WATER REHEAT COILNOTESNC LEVELSLAT(°F)APd(WG)GPMEWT(°F)LWT(°F)WPd(FT.)ROWS FPICONN.(LH/RH)OPERWT.(LBS.)1111111111111-11111111-11111111111555518015010018019025281703807080400400------90--15027020016080-90-40--160----8012013027263128302520293226-2824302924282827-2032----------190190190190190------190--190190190190190-190-190--190----1901901900.100.230.100.10------0.10--0.100.150.150.100.10-0.10-0.10--0.10----0.100.100.10160160160160160160------160--160160160160160-160-160--160----160160160TRANE VCWCVBH35206 OFFICE8700 350 1.17 - -206TRANE VCWCVBH37209 OFFICE4375 120 0.81 - -209TRANE VCWCVBH38210 CRIME OF VIOLENCE8650 180 0.88 - -210TRANE VCWCVBH39272 FIRE TRAINING OFFICER4320 90 0.81 - -272TRANE VCWCVBH40211 JUVENILE SERVICESSERGEANT2 100 40 0.33 - -211TRANE VCWCVBH41271 EOC DIRECTOR2175 70 0.59 - -271TRANE VCWCVBH422754300 80 0.71 - -275TRANE VCWCVBH43276 EMS MGR4300 80 0.71 - -276TRANE VCWCVBH44277 FIRE ANALYST4480 160 0.78 - -277TRANE VCWCVBH45273 HALLWAY4250 180 0.49 - -273TRANE VCWCVBH46278 CLERICAL8840 340 0.87 - -278TRANE VCWCVBH47281 FIRE DIV. CHIEF4560 225 0.78 - -281TRANE VCWCVBH48280 FIRE ADMIN8570 230 0.78 - -280TRANE VCWCVBH49267 HALLWAY4440 180 0.98 - -271TRANE VCWCVBH50283 FIRE CHIEF4450 180 0.78 - -282TRANE VCWCVBH51DEMO288 CONFERENCE8 - - - - -251TRANE VCWCVBH52289 POLICE CHIEF8780 310 1.07 - -291TRANE VCWCVBH53282 SECRETARY2100 40 0.38 - -282TRANE VCWCVBH54DEMO251 CLERICAL POOL12 - - - - -251TRANE VCWCVBH55DEMO253 LIBRARY4 - - - - -253TRANE VCWCVBH56DEMO258 RESERVES ASSIST.2 - - - - -258TRANE VCWCVBH57DEMO254 TRAINING OFFICER2 - - - - -254TRANE VCWCVBH58291 SECRETARY4360 150 0.76 - -291TRANE VCWCVBH59260 OFFICE,261 CLERICAL POOL8 730 300 0.97 - -260TRANE VCWCVBH60257 FIELD SERVICE CAPT. &258 ADMIN. ASSIST.8258TRANE VCWCVBH61253 OFFICE, 255 TECH SERVICECAPTAIN, & 256 LIEUT.12255TRANE VCWCVBH63225 CSI4- -- - -225TRANE VCWCVBH64262 HALLWAY4430 1700.98 - -237TRANE VCWCVBH654 430 1700.98 - -240TRANE VCWCVBH664 290 120 0.61 - -211TRANE VCWCVB67144 DISPATCH CENTER40 1460 580 0.6 - -155TRANE VCWCVBH68230 EMERGENCY SERVICES2- - - - -230TO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGTO REMAINEXISTINGDEMO221516151515151515162216221616-2215----16222241-16161645-DEMO264 HALLWAY266 HALLWAYDESCRIPTIONSYMBOLSIZEMAX MINCFMINLET DOWNSTATIC PRESSUREMININLET(IN)AREA SERVEDROOMLOCATEDSTATUSNOTES:1. REBALANCE EXISTING VBH & VB UNIT TO DESIGN AIR FLOW AS INDICATED ON DRAWING M204 AND M205CFM MBHEAT(°F)HOT WATER REHEAT COILNOTESNC LEVELSLAT(°F)APd(WG)GPMEWT(°F)LWT(°F)WPd(FT.)ROWS FPICONN.(LH/RH)OPERWT.(LBS.)111111111111111-11----1111-1111-3501201809040708080160180340225230180180-31040----150300-170170120--26292420242729282823322824282728282824293024352523-3227----2432-24243027-----------------------190190190190190190190190190160160160160160160160160160190190190190190190-190190-160160160160160160-160160----190190-190190---160160-160160190--160--0.100.100.100.100.100.100.100.100.100.10.10.10.10.10.1-0.10.1----0.10.1-0.10.10.1--1. DIGITAL PROGRAMMING THERMOSTAT WITH MANUAL OVERRIDE FOR EACH VAV BOX.2. UNIT MOUNTED TOGGLE TYPE DISCONNECT SWITCH FOR MAINTENANCE.3. REFER TO STRUCTURAL DRAWINGS FOR VAV BOX MOUNTING DETAILS.4. CONNECT TO BAS.1. FINAL COLOR AND FINISH TO BE APPROVE BY ARCHITECT PRIOR TO PROCUREMENT.2. PROVIDE SUICIDE PREVENTION GRILLES FOR ALL INTERVIEW ROOMS. REFER TO PLANS FORLOCATIONS.3. DIFFUSER TAGGING.(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)- - -- - -- - -- - -- - -- - -- - -- - -- - -(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)- - -- - -- - -- - -- - -- - -(E) (E) (E)- - -(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)- - -(E) (E) (E)- - -(E) (E) (E)- - -- - -(E) (E) (E)- - -- - -- - -- - -(E) (E) (E)(E) (E) (E)(E) (E) (E)(E) (E) (E)454545454545------45-4545454545-45-45--45----45454545454545454545454545454545454545454545454545-----------------------------------------------909090909090------90-9090909090-90-90--90----90909090909090808090909090909080809090809090808080-5. PROVIDE 24V CONTROL TRANSFORMER AND 120V/1/60 Hz POWER SUPPLY.1, 2, 3, 4, 51, 2, 3, 4, 51, 2, 3, 4, 51, 2, 3, 4, 51, 2, 3, 4, 51, 2, 3, 4, 51, 2, 3, 4, 51, 2, 3, 4, 51, 2, 3, 4, 51, 2, 3, 4, 58.318.53.43.919.419.4------4.4-7.313.19.77.83.91.94.4-1.9--7.8----3.95.86.317.05.88.74.41.93.43.93.97.88.716.58.711.211.217.515.11.97.314.68.38.35.8-0.50.90.60.50.30.10.30.10.50.30.40.41.10.61.20.20.31.30.40.60.61.00.50.11.01.20.70.70.61.10.60.50.30.30.20.10.30.60.41.30.3TITUS DESVVBH80208208 OFFICE375 115 1 0.25 0.0717 257.50.06 0.5160 0.18RH0811530451901 105M8021, 2, 3, 4, 5TRANE VCWCVBH36229 VICE / NARC. SGT.2229DEMO- - -- --------- - ----- -TRANE VCWCVBH68ATO REMAINEXISTINGTRANE VCWCVBH68BTO REMAINEXISTINGTRANE VCWCVBH68CTO REMAINEXISTING253253 OFFICE-200256256 LIEUT-370257257 FIELD SERVICE CAPT.-37570150150370 150375 1501111616160.81 - -15028190 160 0.10 (E) (E) (E)45-905.80.40.81 - -15028190 160 0.10 (E) (E) (E)45-905.80.40.81 - -15028190 160 0.10 (E) (E) (E)45-905.80.40.81 - -15028190 160 0.10 (E) (E) (E)45-905.80.40.71 - -8028190 160 0.10 (E) (E) (E)45-703.90.3CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM002SCHEDULESCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 01111111 27.8 1.9 0.49 190SEE NOTE 1DISABLEDISABLEDISABLEDISABLEWALLMOUNTWALLMOUNTWALLMOUNTWALLMOUNTWALLMOUNTDISABLEAC UNIT SCHEDULEDX OUTDOOR UNIT SCHEDULEAIR VALVE / VAV SCHEDULE (CSI / DRYING ROOM)FAN POWERED BOX SCHEDULEGRAVITY INTAKE / RELIEF HOODINDOOR FAN COIL SCHEDULESYMBOLLOCATIONTYPE SERVICENET COOLING CAPELECTRICALV/PH/HZREFRG. EERNOTESCFMESPROOF460/3/6037.16AC7WHC048HTRANE90R410AROOF460/3/6056.37AC890R410A46.8276.27HEAT PUMP6.4 0.81.611.019.01525890130016.5(16.0)13.012.11.93.61600 12400 189 x 54 x 4189 x 54 x 47ROOF460/3/6025.98AC990R410A34.365.7 0.5510 1516.012.51.901200 170 x 45 X 4180808067676757.7656.9457.89COOLING COIL46342.7773.0731.21HEATING CAPACITYHEAT PUMPPACKAGEDSYMBOLLOCATIONTYPESERVICETOTAL SENSIBLECOOLING CAP (BTH)STATUSELECTRICALV/PH/HZREFRG.HSPFEERNOTESHEAT PUMPROOFNEWFC5HP5HP6HP790R410ASPLIT208/1/6018,00013,86019,0000.5711 28.010.810.2100PUZ-A18NKA7MITSUBISHI32 x 15 x 251.5SEER19.9MITSUBISHIPUZ-A24NHA7ROOFHEAT PUMPNEW24,000FC8HP819.0 26.012.211.0155SPLIT221.4208/1/60R410A9018,4800.47FC9HP9WHC074HTRANEHEAT PUMPPACKAGEDWHC036HTRANEHEAT PUMPPACKAGEDDOAS1HORIZONTRANEOADG 012 F3HEAT PUMPAIR SOURCEROOF102,1502.089.3155.290 7453.9113.3 460/3/6014.229.4 35.0 R410A90146 x 95 X 68-HEAT PUMPROOFNEWFC10HP1090R410ASPLIT208/1/6024,00016,32026,0000.4719 26.011.710.8153PUZ-A24NHA7MITSUBISHI2.019.6AREA SERVEDTYPE STATUSMAX.PRESSURE(IN. WC)OPERNEWSTATUSNEWNEWNEWTRANEAREA SERVEDFPH11500TO REMAINEXISTINGUNITWT.(LBS)130VSWC 2015FP2FPH3FP4FPH5FPH60.9CAP.28.6MBHFANSP.IN.W.G.CFMMAX.GPM2.0PD.2.2FT. H2OEWT190DEG FHEATING COIL1/2HP9.7FLA115-1VOLTS-PHTRANE540TO REMAINEXISTING65VSCC 08070.51/8 2.8 115-1TRANE480TO REMAINEXISTING65VSWC 08070.5 5.1 0.4 0.5 190 1/8 2.8 115-1TRANE-VSCC 0807TRANE400TO REMAINEXISTING65VSWC 08070.5 1.3 0.2 0.2 190 1/8 2.8 115-1FPH7TRANE1500TO REMAINEXISTING130VSWC 20150.9 28.6 2.0 2.2 190 1/2 9.7 115-1TRANE-VSWC 0404DEMO38 x 15 x 3838 x 17 x 38MITSUBISHIPUZ-A18NKA7ROOFHEAT PUMPNEW18,000FC611.0 28.09.910.2100SPLIT1.518.5208/1/60R410A9013,8600.5732 x 15 x 25MITSUBISHIPUZ-A18NKA7ROOFHEAT PUMPNEW18,000FC711.0 28.09.910.2100SPLIT1.518.5208/1/60R410A9013,8600.5732 x 15 x 254-147-11MFR.MODELCOND.FANFLACOMPRLAHEATINGINPUT(MBH)UNITMOCPUNITMCAAMBIENTTEMP(°F)UNIT +CURBWT (LBS)SUPP.FANFLASUPPLY FANL x W x H(IN)EAT DB(°F)EAT WB(°F)LAT WB(°F)1, 2, 3, 4, 81, 4, 6, 7, 8240 RES. ASSIST.238 IT OFFICE239 IT MEETING241 ADMIN CSO242 STORAGE262 CONFERENCENOMINALTONSHEATINGOUTPUT(MBH)TOTAL(MBH)SENSIBLE(MBH)SEER(IEER)NOTES:1. 11" KNOCKED DOWN ROOF CURB WITH SEISMIC HOLD DOWN CLIPS2. BAROMETRIC RELIEF.3. DRY BULB ECONOMIZER WITH T-24 FAULT DETECTION AND DIAGNOSTICS.4. MERV 13 FILTERMFR.MODELFANFLACOMPRLAHEATINGCAPACITY(BTH)UNITMOCPUNITMCAAMBIENTTEMP(°F)WT (LBS)L x W x H(IN)1, 2, 3, 4NOMINALTONS(#1) 6.2(#2) 6.0184 DRYING ROOM225 CSI2852 +186= 3038(#1) 9.7(#2) 9.7(#1) 2.1(#2) 2.15. MODULATING HOT GAS REHEAT, DIGITAL SCROLL COMPRESSOR, ECM INDOOR MOTOR, ECO COATED COILS, AIR FLOWMONITORING, CONDENSER HAIL GUARD, MERV 8 & MERV 14 FILTERS. TRANE UC600 CONTROL WITH BACNET.6. MICROMETL ECONOMIZER AND MODULATING POWER EXHAUST MODEL PECD-PRCCECA-DRDB-4L1. POWER 460V-3-60, 1 HP,2.8 FLA, 3.5 MCA, 6.3 MOCP. PROVIDE SEPARATE DEDICATED POWER CIRCUIT FOR POWER EXHAUST.5, 7, 8SYMBOLREMARKSSIZE1CFMINLET(IN)WT.(LBS.)MFR.MODEL(NOTE 6)DESCRIPTIONSYMBOLROOMLOCATEDSTATUSNOTES:REMARKSNOTES:1. ALL UNITS SHALL HAVE COIL AND CABINET COATING FOR COASTAL ENVIRONMENT INSTALLATION.2. UNIT SHALL BE ANCHORED WITH GALVANIZED BOLTS.3. REFER TO STRUCTURAL PLANS FOR ROOF MOUNTING INFORMATION. PROVIDE NEOPRENE ISOLATORS FOR EACH MOUNTING LEG.4. DISCONNECT SWITCH IN NEMA 3R ENCLOSURE.REFRG.WT.(Lbs-oz)DEMO7-114-144-142.43M8023M8023M8023M8023M8023M8026M8026M8027M80211M803REMARKSGI1MFR.MODELSYMBOLLOCATIONTYPE SERVICESTATUSROUNDNEWGI2LOW PROFILEFC-5ROOF 100 0.0420.5 10ROUNDNEWGI3LOW PROFILEROOF 200 0.0420.5 10DISPATCHCENTER 144ROUNDNEWLOW PROFILEROOF 200 0.0420.5 10FC-2, FC-3GREENHECKGRSI-10GREENHECKGRSI-10GREENHECKGRSI-1010x1010x1010x101. ALUMINUM HOOD2. COUNTER BALANCE BACKDRAFT DAMPER.1, 2, 3, 41, 2, 3, 41, 2, 3, 4REMARKSVBHDR10 30035TITUSDESV 10SUPPLY NEW-DRYING ROOM /CHEMICAL STORAGE 18426503-4-DROPSAV212" 225-PHOENIXMAV-A112M-SUPPLY NEW1.0" - 1.5"CSI LAB 225 - MAKEUP AIR535 615 750AIEHO-SFB-REISAV312" 225-PHOENIXMAV-A112M-SUPPLY NEW1.0" - 1.5"535 615 750AIEHO-SFB-REICSI LAB 225 - MAKEUP AIRVAVDR07 7022EXHAUST NEW-230 N/A N/ADRYING ROOM /CHEMICAL STORAGE 184EAV212" 780-PHOENIXEAV-A112M-EXHAUST NEW2.0"N/A N/A N/AAIEHO-SFB-REICSI LAB 225 - FUME HOODEAV38" 45-PHOENIXEAV-A108M-EXHAUST NEW0.7"N/A N/A N/AAIEHO-SFB-REICSI LAB 225 -FORENSIC CABINETSEAV412" 210-PHOENIXEAV-A112M-EXHAUST NEW2.0"500N/A N/AAIEHO-SFB-REICSI LAB 225 - EXHAUSTELECT.HEAT PUMPELECT.HEAT PUMPELECT.HEAT PUMPELECT.DETAILDETAILPERFORMANCE PHYSICALCFMDIAIN.WEIGHT(LBS)SP" WGDAMPERSEE NOTE 2OPERATE WITH 2 POSITION WALL SWITCH. LOW FLOW 70 CFM (MIN. VENTILATION)SET FOR 500 CFM OF EXHAUST IN ALL MODES OF OPERATION.AC10TRANEHEAT PUMPPACKAGED244 LOUNGENEW245 CONFERENCE164 MEN'S LOCKERS 164 MEN'S LOCKERS164 MEN'S LOCKER 164 MEN'S LOCKER159 PROPERTY &CELLSEVIDENCE169 WOMEN'SLOCKERS169 WOMEN'SLOCKERS-- - - -- -224 ALS ROOM224 ALS ROOM223 EVID. STORE222 JANOTIR'S OFFICE--- - - - - - - --5ROOF2000WHC060H180 6757.71 58.58 46.61HEAT PUMPELECT.55.84 460/3/60 7.2 0.8 1.9 12.0 15 R410A9012.9 16.2 1155 89 x 54 X 417. PROVIDE DUCT SMOKE DETECTOR IN MAIN SUPPLY DUCT. PROVIDE AUTOMATIC SHUTOFF UPON DETECTION OF SMOKEIN THE MAIN SUPPLY AIR DUCT PER CMC 608.16M8021, 4, 8, 91, 2, 3, 4, 7, 8, 10COP3.97@47°F@17°F2.383.972.383.972.384.352.954.352.66CFMOSA2503603004808. BAC NET INTERFACE, CONNECT TO BAS.GR1GREENHECKGRSR-10ROUNDLOW PROFILENEWLOUNGE 146EXHAUSTMICROWAVEROOF- 20.5 101, 2, 3, 40.04300INTAKEINTAKEINTAKERELIEF1. PROVIDE A NEW HEATING HOT WATER HEATER IN DUCT (TITUS ESV MODEL 08), 12" X 10",2-ROW, 10 FPI, 45/92.6 EAT/LAT, 190/159 EWT/LWT. SEE LOCATION ON PLANS.PROVIDE TRANSITION AS REQUIRED.MFR.MODELSYMBOLTYPE STATUSAC1AC2AC3AC4AC5AC6GAS ELECTRICPACKAGEDGAS ELECTRICPACKAGEDGAS ELECTRICPACKAGEDGAS ELECTRICPACKAGEDNOT USEDTAGEXISTINGREPLACEDEMO /REPLACEDEMO /REPLACEDEMO /48TCLA04A2A6ACARRIER(3 TONS)581BEV072115ALBRYANT(6 TONS)581BEV072115ALBRYANT(6 TONS)581BEV072115ALBRYANT(6 TONS)(600)(1000)OPERATINGWEIGHT LBS(1985 DESIGN)AC2AC3AC4NOT USEDTAGAC5AC6YHC074F4RXATRANEGAS ELECTRICPACKAGEDNEWE185MEETING ROOME184MEETING ROOME183MEETING ROOMROOF655.8970.792400 180 6757.668064.8 460/3/6018.0 20.02.4 3.6(#1) 6.8(#2) 3.590R410A 13.1 16.0 1500 89 x 54 x 476M8021, 4, 6, 7, 11ROOF655.8970.792400 180 6757.668064.8 460/3/6018.0 20.02.4 3.6(#1) 6.8(#2) 3.590R410A 13.1 16.0 1500 89 x 54 x 476M8021, 4, 6, 7, 11ROOF655.8970.792400 180 6757.668064.8 460/3/6018.0 20.02.4 3.6(#1) 6.8(#2) 3.590R410A 13.1 16.0 1500 89 x 54 x 476M8021, 4, 6, 7, 11YHC074F4RXATRANEGAS ELECTRICPACKAGEDNEWYHC074F4RXATRANEGAS ELECTRICPACKAGEDNEWE172 CORRIDORE180 OFFICEE182 STORAGEROOF3E175 LOBBYE176 HALL WAY1200 160509011.0 13.0 585460/3/60R410A5.8 0.810.2 152.175 x 47 X 341, 12483+CURB635+CURB(1000)635+CURB(1000)635+CURBGR2GREENHECKGRSR-12ROUNDLOW PROFILERELIEFNEWLOUNGE 244HOOD EXHAUSTOVER THE RANGEROOF- 29 101, 2, 3, 40.044509. MICROMETL ECONOMIZER AND MODULATING POWER EXHAUST MODEL PECD-PRC0BCA-DRDB-4LH. POWER 460V-3-60, 0.5 HP,1.5 FLA, 1.9 MCA, 3.4 MOCP. PROVIDE SEPARATE DEDICATED POWER CIRCUIT FOR POWER EXHAUST.87010. MICROMETL ECONOMIZER AND MODULATING POWER EXHAUST MODEL PECD-PRCCECA-DRDB-4LH. POWER 460V-3-60, 0.5 HP,1.5 FLA, 1.9 MCA, 3.4 MOCP. PROVIDE SEPARATE DEDICATED POWER CIRCUIT FOR POWER EXHAUST.MITSUBISHIPUZ-A24NHA7HEAT PUMPNEWSPLITROOF24,00019.0 26.012.211.0155221.4208/1/60R410A900.4738 x 15 x 387-114.352.9518,4801, 2, 3, 41, 2, 3, 41, 2, 3, 41, 2, 3, 41, 2, 3, 455055055025011. PROVIDE PROGRAMMABLE THERMOSTAT.RE-INSTALL12. EXISTING UNIT TO BE REMOVED AND STORE. RE-INSTALL ON NEW CURB PER DETAIL. PROVIDE (N) OSA INTAKE HOOD.1M807HP BHP1.5 0.7941.5 0.5601.5 0.8342.75 0.8602.75 0.962.75 0.962.75 0.96- 1.21.5 1.23SYMBOLMFR.MODELV/PH/HZSERVICETYPEEAT DB(°F)CFMCOOLING COILEAT WB(°F)ELECTRICALFAN FLANOTESSERVEDBY COND.UNITWT(LBS)LOCATIONSUPPLYFANMCASPSTATUSREFRIGERANTHORIZONTALSUSPENDED0.6600NEW1.35 1.6980 67PEAD-A18AA7MITSUBISHI62R410AHP5FC5FC6FC7LAT DB(°F)55VICE / NARCOTICS2021.5NOMINALTONSPOWERFROM HP-5CONCEALEDHORIZONTAL251CLEAN OFFICEOFFICE 252TRAINING COORINATOR262HALLWAY215HALLWAY8003000.350.7N/AN/AN/AN/A25080-76-635553.92115/1/60120/1/60-7.46-15VICE / NARCOTICS202MITSUBISHIPKA-A24KA7-NEWR410AHP8FC87000.36 1.050552POWERFROM HP-8IDF ROOM 132IDF ROOM 132HP9FC9POWERFROM HP-9WORKROOM/IDF ROOM 237WORKROOM/IDF ROOM 237HORIZONTALSUSPENDED0.6700NEW2.10 2.63PEAD-A24AA7MITSUBISHI70R410AHP10FC1055STORAGE 182, 185INTERVIEW 1832POWERFROM HP-10STORAGE 182DEMOEXISTINGTO REMAINNOTES:1. PROVIDE DISCONNECT SWITCH FOR ALL UNITS.2. REFER TO STRUCTURAL PLANS FOR UNIT MOUNTING INFORMATION.3. PROVIDE DIGITAL PROGRAMMABLE THERMOSTAT FOR EACH UNIT.5. FILTER BOX WITH MERV 13 FILTERS (CONCEALED UNITS ONLY)6. (E) CHILLED WATER FAN COIL UNIT7. PROVIDE MAXI-BLUE MDL X87-721 CONDENSATE PUMP WITH ACCESSORIES. 208/230V/1Ø.MITSUBISHIPKA-A18HA7-NEWR410AHP64260.33 1.030551.5POWERFROM HP-6ELEV. EQUIP. 172ELEV. EQUIP. 172MITSUBISHIPKA-A18HA7-NEWR410AHP74260.33 1.030551.5POWERFROM HP-7ELEV. EQUIP. 175ELEV. EQUIP. 175LAT WB(°F)545452.78545454541, 2, 4, 5, 8, 9, 1061, 2, 3, 5, 7, 8, 91, 2, 3, 7, 8, 91, 2, 3, 7, 8, 91, 2, 3, 5, 7, 8, 91, 2, 3, 7, 8, 91, 2, 3, 7, 8, 980 6780 6780 6780 671M802DETAIL-1M8022M8022M8022M8022M802OSA90100100-175--262HALLWAYINTERVIEW 212INTERVIEW 213MAIL ROOM 214CHWCONCEALEDHORIZONTALCHWCONCEALEDHORIZONTALCHWCONCEALEDHORIZONTALCHW8. BACNET INTERFACE . CONNECT TO BAS.MITSUBISHIPKA-A24KA7NEW-7005525480 67-0.36 1.0R410A 50SYMBOLMFR.MODELFC1FC2FC3FC4C-04TRANEC-10TRANEC-10TRANEC-04TRANESTATUSSERVICEWT(LBS)1501508080228NARCOTICSTYPEABANDONEDTO DEMOABANDONEDTO DEMOFC3ADEMOTRANECONCEALEDHORIZONTALCHW-ABANDONEDABANDONED244BKITCHENINTERVIEW 212INTERVIEW 213MAIL ROOM 214TAPE & MONITOR 2241FC2FC3BCHD024TRANECONCEALEDHORIZONTALCHWNEW2BCHD024TRANECONCEALEDHORIZONTALCHWNEW8000.7N/AN/A25076 63 53.92115/1/607.46 1552.781002INTERLOCK WITH FUME HOOD. CFM SETTING BASED ON MAXIMUM SASH OPENINGAT 100 FPM.SET FOR 70 CFM OF EXHAUST FROM FORENSIC CABINETS IN ALL MODES OFOPERATION.FC11MITSUBISHIPKA-A18HA7-NEWR410AHP114260.33 1.030551.5POWERFROM HP-11IDF ROOM 259541, 2, 3, 7, 8, 980 672M802-IDF ROOM 259HP11MITSUBISHIPUZ-A18NKA7ROOFHEAT PUMPNEW18,000FC1111.0 28.09.910.2100SPLIT1.518.5208/1/60R410A9013,8600.5732 x 15 x 254-143M8023.972.381, 2, 3, 42M8072M807SYSTEMDOAS-1DOAS-1DOAS-1FEF-1FEF-1FEF-1FEF-1DESIGN1,000 - 2,350MIN. - MAX.3. BIRD SCREEN4. 12" HIGH FACTORY ROOF CURBNOTES:2. PROVIDE HEATING HOT WATER HEATING COIL IN DUCT (TITUS ESV MODEL 12), 16" X 15",1-ROW, 10 FPI, 45/90 EAT/LAT, 190/150.7 EWT/LWT, 0.6 GPM. SEE LOCATION ON PLANS.PROVIDE TRANSITION AS REQUIRED.SEE NOTE 11. PROVIDE TITUS DESV 10 WITH HEATING HOT WATER HEATING COIL.1-ROW, 10 FPI, 45/90 EAT/LAT, 190/177.7 EWT/LWT, 2.4 GPM.TITUSDECV 07HIGH FLOW 230 CFM.SEE NOTE 24. COOLING COIL 23.7 MBH, 5.02 GPM, 6 ROW , 12 FPI, EWT/LWT 45/55 °FHEATING COIL 42.69 MBH, 2.74 GPM, 1 ROW, 12 FPI, EWT/LWT 190/160 °FLAT DB(°F)54.658.8258.8258.8259.0558.1859.9458.891, 2, 4, 5, 8, 9, 109. PROVIDE CONDENSATE OVERFLOW LEVEL SWITCH.10. PROVIDE SAUERMANN CONDENSATE PUMP WITH ACCESSORIES. 120V/1Ø - 14 Watts.2,150DESIGN1,000 - 2,350MIN. - MAX.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM003SCHEDULESCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011 DIAMETER(IN)PHYSICALHEIGHT(IN)NOTES:PUMP SCHEDULEP11 2 3123AEGIS MOTOR BEARING GROUND RING AND GROUND STRAP4MECHANICAL SEALSTAINLESS STEEL FITTED PUMP. CAST IRON VOLUTE ASTM A48, 304 STAINLESS IMPELLAR ASTM A743 GRADE CF8, 175 PSI RATED.PUMP IS VARIABLE SPEED.SYMBOLLOCATIONET1EXPANSION TANK SCHEDULESERVICE10.041121AIR SEPARATOR10.7522.25708.6315.75AS1AS2CHILLER SCHEDULE (ADD ALTERNATE)CH11 2 31234597 0.516 23.3 55 45 232 132 3 6.0 90 85,669 6 9.80 1 76.4 - 123 148 252 460 3 R134A141.73 91.85 99.09 91304 5P2P3P4232 48.0 10.2 1672 4.23 62.13 5 460 3184TC 4" 4" 8.31" 30 33.01 36.548881 2 370 50.0 3.65 1462 1.57 55.02 5 460 3184TC 4" 4" 8.31"88812"25"BOILER SCHEDULETEMPORARY AIR HANDLER UNIT SCHEDULE12345B1BUILDINGBOILER ROOM610145,000ET21 2 3 4 5676 7TAC1TAG STATUSMAKEMODELTYPELOCATIONPERFORMANCEGPMFTNPSHNEW ARMSTRONGNOTES:ELECTRICALPHYSICALSERVICESUCTIONANCHORAGEDETAILNOTES:RPM BHPEFF%HP V PH TYPE FRAMEDISCHIMPDIA.L W H WEIGHTMAKE & MODELBOILERROOMSERVICELOCATIONMODELMAKESYMBOLNOTES:DIMENSIONSDIAHOPER.WT.(LBS.)VA-42324"FLOW RATE(GPM)40 - 702"ARMSTRONG VA-2TAG STATUSMAKEMODELTYPELOCATIONNEW SMARDTNOTES:PERFORMANCESERVICEELECTRICALNOTES:CAPEFFCONDENSERCFMKW/TON EERFAN(QTY)FANKWTONSEVAPORATORWATER TEMP GPMEWT LWT MAX MINPASSPRESS.DROPEATCOMPRESSORSTOTALNO KW FLA FLA MCA FUSE V PHPHYSICALOPERATINGREFRIGL W HANCHORAGEDETAILAD040.1EG06.F3AKDA.A006AA.010CENTRIFUGAL ON-GRADE WHOLE BUILDINGNEW ARMSTRONG4302 0410 005.0BOILERROOMBOILERROOMCHILLEDINVERTERDUTYINVERTERDUTYARMSTRONGBOILERROOMBOILERROOMTAGMAKEMODEL LOCATION SERVICEREMARKSTAGMAKEMODELTYPELOCATIONSERVICESUPPLY FANNOMTONSCFMTSP"WGESP"WGDRIVE RPMMOTORSA OSABHP HP RPMENVIRO-TEC TEC-ESL-96X96CHILLED WATERMOUNTED60 24,00024,0006.98 6.24 BELT 1,974 38.77501,800NOTES:COOLING COILFILTERSCAPEATLATTOTALMBHSENSMBH1,023 944 90 90.0 66.0 54.2 51.6PLEAT124TYPE NO.20X20X220X24X2SIZEIN.46.7AREASFMERV13EFFAMBDBºFDBºF DBºFWBºF WBºFMIN.(BTU/HR)THERMALSOLUTIONSAPEX 725CBOILERROOMCHILLED WATERELECTRICALTOTALFLAMCA MOCPV PH58.3--460 3PHYSICALREMARKSL W HWEIGHT(LBS)101 106 1074,672GPM EWTWATERTYPELWTFPICOILROW202.3 45.0 55.1 17.0 10 6SOUND TRAPST11 218 42 34 231296 3710-14 60ST418 42 34 2360 3010-14 601 23030AH1AH222 GA. GALVANIZED STEEL, G90 COATED.SILENCER SHALL BE LINED.NOTES:NOTES:CONDENSER - ECONOMIZER, DUAL PRESSURE VALVES, VARIABLE SPEED ECM MOTOR CONDENSER FANS, COPPER TUBE, ALUMINUM FIN CONDENSER COILS. ANTI-CORROSION COATING, EVAPORATIVE PRE-COOLERWITH 4" DEEP GLASS-DEK COOLER PADS, PRE-COOLER HEAD PRESSURE CONTROL SYSTEM. PROVIDE SEPARATE POWER SUPPLY FOR EVAPORATIVE COOLER CONTROLLER.EVAPORATOR - SHELL AND TUBE, 6" GROOVED CONNECTIONS, 3/4" DIA., 0.025" THICK ENHANCED COPPER TUBES, ELECTRONIC EXPANSION VALVES, CLOSED CELL INSULATION, DUAL PRESSURE RELIEF VALVES.CONTROL - BACNET IP COMMUNICATION PROTOCOL, WEB SERVER, CPU BASED CONTROL WITH BATTERY BACKUP, INTERNAL UPS, 10" TOUCH SCREEN,POWER - SINGLE POINT POWER CONNECTION, HIGH VOLTAGE BREAKER PER COMPRESSOR, LINE REACTOR PER COMPRESSOR.SOUND LEVEL NOT TO EXCEED 72 dBA, FACTORY RUN TEST, FACTORY STARTUP AND PARTICIPATION IN COMMISSIONING TESTING.TAG STATUS MAKE MODELTYPE LOCATION SERVICEPERFORMANCEOCTAVECFM2501K 2KWEIGHT(LBS)NEW IACMSDUCTSILENCERADMIN 1STFLOOR FANROOM24,000dP0.1212563FPM1200L4KW HPHYSICALHZDYNAMIC INSERTION LOSS9808K14,0000.155001096500NEW IACMSDUCTSILENCERADMIN 2NDFLOOR FANROOM1ST FLOOR (PHASED)2ND FLOOR (PHASED)SEE PLANS44VERTICALINLINEDUALARMPUMPVERTICALINLINEDUALARMPUMPHEATING HOT WATERCHILLED WATERHEATING HOT WATERINLET /OUTLET(IN.)(IN.)350MAX.WORKINGTEMP.DEG F160MAX.WORKINGPRESSUREPSICAST IRONMATERIALCONNECTION TYPE :THREADED NPT, BLOW DOWN CONNECTION.ARMSTRONG375 160CONNECTION TYPE :150 # FLANGED ANSI FLAT FACE, BLOW DOWN CONNECTION.CAST IRONINPUTMAX.(BTU/HR)725,000OUTPUT(BTU/HR)GROSS689,000HORSEPOWER(BHP)BOILER20.6EFFECIENCY(%)THERMAL95.0 %SURFACE(SQ.FT.)HEATING76CONTENT(GALLONS)WATER5.4MODULATIONTURNDOWNBURNER5 : 1MIN.4" WCMAX.14" WCFUELFLOW AND PRESSURE DROPS20ºF T (MAX)FLOW(GPM)P(FT.HD.)68.9 16.1FLOW(GPM)P(FT.HD.)55.1 10.9FLOW(GPM)P(FT.HD.)45.9 7.9FLOW(GPM)P(FT.HD.)39.4 6.0WEIGHT(LBS)NATURAL GASCONN.(IN.)VENT INTAKE(IN.)AIR4"PVCCONN.DRAIN(IN.)COND.3/4"CONN.VALVE(IN.)GAS1" FTPCONN.INLETBOILER(IN.)3/4" FTPCONN.DRAINHEATING(IN.)2" MTPCONN.RETURN(IN.)CONN.SUPPLY2" MTPNOTES:116" SSWATERBUILDINGHOTWATERBUILDINGDESIGN ENVELOPE4302 0410 005.0DESIGN ENVELOPE30 33.01 36.54DEG FMOCP(IN.) (IN.) (IN.)WEIGHT(LBS)REFRIG471CHARGE(LBS)GROUNDSEE SITE PLANWPD 100% OA UNIT TEMPORARY AHU SHALL BE CONNECTED TO EXISTING CHW RISERS IN 1ST FLOOR MECHANICAL ROOM. SEE PLANS FOR ADDITIONAL INFORMATION. TEMPORARY AHU SHALL BE CONNECTED TO EXISTING SUPPLY DUCTWORK. SEE PLANS FOR ADDITIONAL INFORMATION. CONTROLS CONTRACTOR TO PROVIDE BACNET INTERFACE SUCH THAT EXISTING BMS CAN CONTROL AHU. UNIT SHALL BE GROUND MOUNTED, INSTALLED ON TEMPORARY LEVEL PLATFORM PROVIDED BY TEMPORARY AHU REPRESENTATIVE. UNIT TO BE PROVIDED WITH ABB VARIABLE FREQUENCY DRIVE WITH DISCONNECT SWITCH IN NEMA 3 ENCLOSURE.TEMPORARY AHU REPRESENTATIVE TO PROVIDE FLEXIBLE DUCTWORK AND CHW HOSES TO BE INSTALLED BY MECHANICAL CONTRACTOR.35-LCHARGE20PRESSURE125WORKINGPRESSUREMAX.TANKVOLUMENOTES:123NOT FOR DOMESTIC POTABLE SYSTEM.4DESIGN AND CONSTRUCTED PER ASME, SECTION VIII, DIVISION 1.ALLOW A MINIMUM OF 18" CLEARANCE OF SYSTEM PIPING.45TEMP.FLOWº( F)85TEMP.RETURN2 3 4240TEMP.WORKINGOPER.WT.(LBS.)130ARMSTRONG130-L(US GAL.)(PSI) (PSI)º( F)º( F)34.8720"37"2012570 190 240 4201 2 3 4PROVIDE WITH CARBON STEEL SHELL, HEAVY DUTY BUTYL BLADDER, RING BASE, LIFTING RINGS, NPTSYSTEM CONNECTION AND CHARGING VALVE CONNECTION, SIGHT GLASS.1M8051M8057M8052DIMENSIONS : L x H x W = 49-1/2" x 35-1/16" x 16-7/8".LOW NOX EMISSION (<20 PPM).PROVIDE CONCERT BOILER CONTROL (24VAC), HYDRONIC KIT, CIRCULATING PUMP, PUMPFLANGE, ASME CSD-1 COMPLIANCE KIT, LOW WATER WITH MANUAL RESET ANDCONDENSATE NEUTRALIZER, BACNET INTERFACE, CONNECT TO BMS.325ºF T 30ºF T 35ºF T (MIN)ELECTRICALAMP V PH< 8.0 120 1DRAW(A)OPER.ANCHORAGEDETAIL12M8022 3SERVICELOCATIONMODELMAKESYMBOLNOTES:DIMENSIONSDIAHOPER.WT.(LBS.)DB-5HD6.337CHEMICAL POT FEEDER SCHEDULE10"30.5"3/4"CAPACITYGALLONSCPF1BOILERROOMCHILLED WATERINLET /OUTLET(IN.)(IN.)MAX.WORKINGTEMP.DEG FMAX.WORKINGPRESSUREPSIMATERIALJ.L. WINGERT200 200CARBONSTEELNOTES:13/4" DRAIN CONNECTION (FNPT).1FNPTDB-5HD6.33710"30.5"3/4"CPF2BOILERROOMHOT WATERJ.L. WINGERT200 200CARBONSTEEL1FNPTFILLDESCRIPTIONDOME BOTTOMBYPASSFEEDERDOME BOTTOMBYPASSFEEDERFT H2OTOTALANCHORAGEDETAIL4M807ANCHORAGEDETAILANCHORAGEDETAILANCHORAGEDETAIL----4M8076M8076M8078M8078M807CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM004SCHEDULESCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011111111 123411121121131313433PIPE MATERIAL SCHEDULEDUCT MATERIAL SCHEDULEEXHAUST FAN SCHEDULECONDENSER FOR CRAC UNITCRAC UNIT SCHEDULENOTES:NOTES:EF1GREENHECK217 0.5 - - 120-1 - 381,2,3,4,5EF2GREENHECK630 0.75 - - 120-1 - 65EF3GREENHECK4000 0.8 - - 460-3 - 134EF4GREENHECKEF5GREENHECK1700 0.5 - - 120-1 - 60EF6GREENHECKEF7GREENHECKEF8GREENHECK150 0.375 - - 120-1 - 38EF9PENN BARRY880 1 - - 120-1 - 98EF10GREENHECK300 0.375 - - 120-1 - 45EF11GREENHECK800 0.5 - - 120-1 - 63EF12GREENHECK300 0.375 - - 120-1 - 38EF13GREENHECK434 0.5 - - 120-1 - 38EF14GREENHECK1125 0.65 - - 120-1 - 88EF15GREENHECK217 0.5 - - 120-1 - 38EF16GREENHECK600 0.25 - - 120-1 - 63EF17GREENHECKEF18GREENHECK2750 0.25 - - 120-1 - 134REPLACELB-10-4LB-21-20LD-90-DSDE-16-24-ALB-21-7SQB-12-10LD-80-GDX14BLD-80-DLB-10-4LD-80-DLD-90-DLB-14-4LD-80-DLB-10-4LD-80-DLB-18-3LD-80-DGREENHECK200 0.5 1525 1/10 115-17.5 44GREENHECK750 0.75 1541 1/4 115-110.1 58GREENHECK3750 0.8 980 1 1/2 460-314.0 158GREENHECK185 0.375 1321 1/10 115-16.0 44GREENHECK300 0.375 1237 1/10 115-15.3 45GREENHECK1125 0.65 1679 1/4 115-19.9 58GREENHECK220 0.5 1534 1/10 115-17.5 44NEWNEWNEWNEWNEWNEWNEWGREENHECK90 0.5 1109 1/4 115-14.4 58NEW90 0.5NEW340 0.5 1423 1/10 115-16.6 45NEWGREENHECK180 0.5 1480 1/10 115-17.2 44NEW100 0.375 1725 1/15 115-14.4 36NEW0.5 1565 1/10 115-17.5 45NEW480G-099-VGGB-200-VGDG-080-VGG-090-VGG-103-VGG-080-VGG-097-VGG-080-VGG-080-VG1.382.8531.381.382.851.382.851.381.381.31.38EF1EF8EF12EF14EF19EF20EF21EF22EF23EF24EF2EF15EF3DEMO /REPLACEDEMO /REPLACEDEMO /TO REMAINEXISTINGDEMOREPLACEDEMO /EXISTINGEXISTINGTO REMAINEXISTINGREPLACEDEMO /REPLACEDEMO /REPLACEDEMO /REPLACEDEMO /TO REMAINEXISTINGDEMOTO REMAINEXISTINGTOILETS 148, 149FIRST FLOORDETENTIONFIRST FLOORLOCKER ROOMSFIRST FLOORCRIME LABFIRST FLOORELECT. RM.129FIRST FLOORELEV. RM. 175FIRST FLOORELEV. EQUIP. 172FIRST FLOORELECT. RM. 142FIRST FLOORTOILET EXH.MEETING AREAELECT. RM.MEETING AREACENTERSERVICETOILETSSECOND FLOORPHOTO LABSECOND FLOORTOILETSSECOND FLOORELECT. RM.SECOND FLOORARMORY RM. 152FIRST FLOORCENTERSERVICECENTERSERVICEDETENTIONFIRST FLOORLOCKER ROOMSFIRST FLOORELECT. RM. 142FIRST FLOORTOILETS 292, 285SECOND FLOORTOILETSSECOND FLOORELECT. RM. 207SECOND FLOOR0.5NEW90EF25GREENHECK1.5 4270 2 460-3- 389NEW2055VEKTOR-CD-12--FEF110-II-LV1109 1/4 115-14.4 582.85GREENHECKG-097-VG1109 1/4 115-14.4 582.85GREENHECKG-097-VGGREENHECKG-090-VGGREENHECKG-060-VGGREENHECKG-090-VGDEMO11M80211M80211M80211M80211M80211M80211M80211M80211M80211M80211M80211M80211M80211M8021M804TOILETS 148, 149FIRST FLOORTO REMAINTO REMAINROOFROOFROOFROOFROOFROOFROOFROOFROOFROOFROOFROOFROOFROOFROOFELECT. RM.129FIRST FLOORMETER. RM.173FIRST FLOORDEMOGREENHECK390 0.5 1512 1/10 115-17.1 45NEWG-090-VG1.38EF13224 ALS ROOMEVID./STORE11M802ROOF223 IN-PROCESS232, 233, 2351. PIPE INSULATION PER CEC 2019 BUILDING EFFICIENCY STANDARDS TABLE 120.3-A FOR 141-200 DEG F TEMPERATURE RANGE2. DUCT INSULATION PER CEC 2019 BUILDING EFFICIENCY STANDARDS SECTION 120.4A. DUCTS WITHIN CONDITIONED SPACE OR WITHIN PLENUM SHALL HAVE INSULATION VALUE OF R8.03. AIR DISTRIBUTION SYSTEM DUCTS AND PLENUMS, INCLUDING BUT NOT LIMITED TO BUILDING CAVITIES, MECHANICAL CLOSETS, AIR HANDLER BOXES AND SUPPORT PLATFORMSSHALL BE SEALED AND INSULATED PER CHAPTER 6 OF THE CMC:A. SUPPLY DUCTS AND PLENUMS FROM AIR HANDLER FAN DISCHARGE TO VAV TERMINAL - SEAL CLASS "A" FOR 4" W.G.B. SUPPLY DUCTS AND PLENUMS DOWNSTREAM OF VAV TERMINALS - SEAL CLASS" B" FOR 1" W.G.C. EXHAUST DUCTS AND PLENUMS WITHIN THE BUILDING ENVELOP - SEAL CLASS "A" FOR 2" W.G.D. RETURN AIR DUCTS AND PLENUMS WITHIN THE BUILDING ENVELOPE. - SEAL CLASS "B" FOR 2" W.G.4. ACCESS DOORS INTO DUCTS SHALL BE DUCTMATE "SANDWICH" STYLE INSULATED AND GASKETED WITH HAND KNOBS. MINIMUM 24"X18".5. SUPPLY AIR, RETURN AIR, AND OUTSIDE AIR FOR HEATING, COOLING OR EVAPORATIVE COOLING SYSTEMS SHALL BE CONDUCTED THROUGH DUCT SYSTEMS CONSTRUCTED OF METAL AS SET FORTH IN THE ANSI/SMACNA HVAC DUCT CONSTRUCTION STANDARDS-METAL AND FLEXIBLE, OR ANOTHER CODE AUTHORITY APPROVED DUCT CONSTRUCTIONSTANDARD6. DUCT SYSTEMS USED WITH BLOWER TYPE EQUIPMENT WHICH ARE PORTIONS OF HEATING, COOLING, ABSORPTION, EVAPORATIVE COOLING OR OUTDOOR AIR VENTILATION SYSTEM SHALL BE SIZED IN ACCORDANCE WITH STANDARDS LISTED IN CHAPTER 17 OF 2019 CALIFORNIA MECHANICAL CODE.TAGSERVICEMANUFACTURERMODELCFMSTATICPRESSURE(IN H2O)RPMMOTOR(HP)PERFORMANCEELECTRICAL(V-PH)UNITWT.(LBS)NOTESNOTES:SONESSTATUSSERVICEMANUFACTURERMODELCFMEXT. STATICPRESSURE(IN H2O)FANRPMMOTOR(HP)PERFORMANCEELECTRICAL(V-PH)UNITWT.(LBS)SONESSTATUSEXISTING UNITNEW UNITTAG202VICE/NARCOTICS212 & 213INTERVIEW145 NARCOTICS106 MEETING160 INTERVIEWFLA(A)244LOUNGE-243JANITOR184 DRYING ROOM225 CSIDETAILLOCATIONSERVICES APPLICATIONMATERIALREMARKSSERVICES APPLICATIONSUPPLY INDOOR LOW AND MEDIUM PRESSUREMATERIALREMARKSGALVANIZED STEEL G90HEATING HOTWATER.INTERIOR=<2" DIAMETERRIGID COPPER (TYPE L)JOINING METHOD OPTIONS INCLUDE BRAZING OR MECHANICAL JOINTS. ASJ JACKETED.1.5" THICK FIBERGLASS INSULATION FOR PIPES 1-1/4" DIAMETER OR LESS2" THICK FIBERGLASS INSULATION FOR PIPES 1-1/2" OR GREATER.CHILLEDWATERRETURNINDOOR MAINNO INSULATION FOR DUCTS WITHIN PLENUMNOTES:NOTE: HYDRONIC PIPING INSTALLATION SHALL COMPLY WITH CHAPTER 12 PART I OF THE CMC.CHILLEDWATERINTERIOR>2" DIAMETERSTEEL STND WEIGHTJOINING METHOD OPTIONS INCLUDE WELDING, FLANGED OR MECHANICAL COUPLINGS. ASJJACKETED 1.5" THICK FIBERGLASS INSULATION.RIGID COPPER (TYPE L)JOINING METHOD OPTIONS INCLUDE BRAZING OR MECHANICAL JOINT. ASJ JACKETED 1.5" THICKFIBERGLASS INSULATIONINTERIOR=<2" DIAMETER3" THICK FIBERGLASS DUCT WRAP.REFRIGERANTCOPPER TYPE LANNEALED ACR SOFTFLEXIBLE ELASTOMERIC INSULATION. INSULATION MUST MEET 50/25 SMOKE/FLAME SPREAD FORUSE IN PLENUM. ASJ JACKET. REFER TO NOTES FOR INSULATION THICKNESS.INTERIORGALVANIZED STEEL G90VENTINDOOR MAINNO INSULATION FOR DUCTS WITHIN PLENUMGALVANIZED STEEL G90SUPPLY/VENTINDOOR AT FAN DISCHARGE1" DUCT LINER SYSTEM.GALVANIZED STEEL G90REFRIGERANTCOPPER TYPE LANNEALED ACR SOFTFLEXIBLE ELASTOMERIC INSULATION. ALUMINUM JACKET. REFER TO NOTES FOR INSULATIONTHICKNESS.EXTERIORCONDENSATECOPPER TYPE L HARD3/8" FLEXIBLE ELASTOMERIC INSULATION FOR CONDENSATION CONTROL. INSULATION MUST MEET50/25 SMOKE/FLAME SPREAD FOR USE IN PLENUM..INTERIORREFRIGERANT PIPE INSULATION THICKNESS BASED ON EPDM INSULATIONAPPLICATIONTEMPERATUREACR TUBING DIAMETER1/4" 3/8" 1/2" 5/8" 3/4" 7/8" 1-1/8" 1-3/8" 1-5/8"HOT GAS COOLING ONLYFOR SAFETY1/2"HOT GAS - HEAT PUMP / VRF140 - 200 1-1/2"ANY2"SUCTION<401"1-1/2"SUCTION40 - 601/2"1"LIQUID105 - 140 1"1-1/2"1-1/2"1-1/2"RE-BUILT AIR HANDLING UNIT SCHEDULEAH11211TAG STATUS TYPELOCATIONSERVICESUPPLY FANNOMTONSAIR FLOW (CFM)TSP"WGESP"WGDRIVESEENOTECHILLED WATERMECH. EQUIP1711ST FLOOR VAV6024,00028004 2.5" DIRECT 1665NOTESEXISTING AIR HANDLING UNIT TO BE REFURBISHED. SEE SHEET M208, M209, M805 AND M806.REMARKSCOOLING COILCAPEATLATTOTALMBHSENSMBHUPPER LEFTDBºFDBºFWBºFWBºFQTY4INPUTHPEACHMAX.HPEACHEQUIV.BHPEACH1750OPER.RPMMAX.RPM5.69 6.71 5.17COOLING ONLYDRAW THRUELECTRICAL480-3V-PH29.92MCAARRAYMOCPARRAY35.06,000FANEACHSATOTALOSATOTALSAAIR FLOW (CFM)TSP"WGDRIVE18,700 1 DIRECT 1218QTY3INPUTHPEACHMAX.HPEACHEQUIV.BHPEACH1550OPER.RPMMAX.RPM1.86 4.56 1.69ELECTRICAL480-3V-PH4.68FANSINGLEFLA15.21MCAARRAYMOCPARRAY20.06,233FANEACHSATOTALSARETURN FANLOWER LEFTQTY4LOCATIONUPPER RIGHTLOWER RIGHT148.2 130.311.6AREAFACESQ.FT.6ROWS FPI WT.COILLBS.WET8.5 31876.5 63 54.3 53.630GPM6.9DROPPRESS.FT.H2OFLUID169.2 156.712.9 6 7.5 34176.5 63 54.6 54.337.6 6.3148.2 130.311.6 6 8.5 31876.5 63 54.3 53.630 6.9169.2 156.712.9 6 7.5 34176.5 63 54.6 54.337.6 6.3HEATING COILTOTALMBHCAP.DBºFEATDBºFLATGPM DROPPRESS.FT.H2OFLUIDSEENOTECHILLED WATERMECH. EQUIP2212ND FLOOR VAV2514,00016004 2.5" DIRECT 1746AH21121750 6.52 6.71 5.93COOLING ONLYDRAW THRU480-3 15.84 20.07,00012,000 1 DIRECT 118521550 1.74 4.56 1.58 480-3 4.68 10.53 15.06,0001- 377.8 33027.1 4 14 59777 63.7 55.3 54.676 5.8AH3TO REMAINEXISTINGCHILLED WATERCOOLINGDRAW THRUHOT WATERHEATINGMECH. EQUIP221SERVICESINVESTIGATIVE2012,00013502 - BELT2,0001221 - 2 - - 480-3 - -1- 52.0 -6.6 - - -77 63.7 56 54.510.5 0.423 72 86 1.6 0.11,2,3,4,51,2,3,4,51,2,3,4,51,2,3,4,51,2,3,4,51,2,3,4,51,2,3,4,51,2,3,4,51,2,3,4,51,2,3,4,51,2,3,4,51,2,3,4,51,2,3,4,51,2,3,4,57, 8EF10ADAYTON5DVT0EXISTINGTO REMAINE186 AV EQUIPMENT955 1.0--120-1 - -CONTROLCONTROL:24/7 OPERATION, 2-SPEED WITH OCC SENSOR.ON A THERMOSTAT.24/7 OPERATION, CONSTANT VOLUME.24/7 OPERATION, SEPARATE LAB CONTROLS.EF26GREENHECKNEW183INTERVIEW182STORAGE175 0.375PROVIDE DUCT SMOKE DETECTOR IN MAIN SUPPLY DUCT. PROVIDE AUTOMATIC SHUTOFF UPON DETECTION OF SMOKEIN THE MAIN SUPPLY AIR DUCT PER CMC 608.1222EAT DB(°F)CFMCOOLING COILEAT WB(°F)SUPPLYFANESPLAT DB (°F)VERTICALUPFLOW, FRONTRETURN143MASTER MPOE /MDF ROOM1.080 67350055MFR.MODELSYMBOLLOCATIONTYPESERVICETOTAL SENSIBLECOOLING CAP (BTH)STATUSELECTRICALUNITFLAV/PH/HZUNITMOCPUNITMCAROOMSETPOINT(°F)REFRG.WT(LBS)NOTES:L x W x H(IN)NOMINALTONSNEWCRAC1PX023LIEBERTNEW81,200 74,000670PX023LIEBERT75R410A6.5CRAC2AIR COOLEDCONDENSERMFR.MODELSYMBOLLOCATIONTYPESERVICESTATUSELECTRICALUNITFLAV/PH/HZUNITMOCPUNITMCAAMBIENTTEMP(°F)REFRG.WT(LBS)REMARKSL x W x H(IN)NEWC12.3 2.9 15350MCM 040LIEBERT90R410A58x46X40208/3/601, 2, 3, 4, 5C2ROOFAIR COOLEDCONDENSERNEWMCM 040LIEBERTROOFVERTICALUPFLOW, FRONTRETURN35x35x7859.7 80208/3/60 52.72.3 2.9 1535090R410A58x46X40208/3/608M802DETAIL8M80210M802DETAIL10M8021. ALL UNITS SHALL HAVE COIL AND CABINET COATINGS FOR COASTAL ENVIRONMENT INSTALLATION.2. UNIT SHALL BE MOUNTED ON STAINLESS STEEL LEGS.3. REFER TO STRUCTURAL PLANS FOR ROOF MOUNTING INFORMATION. PROVIDE NEOPRENE ISOLATORS FOR EACH MOUNTING LEG.4. PROVIDE DISCOUNTING SWITCH IN NEMA 3R ENCLOSURE.5. CONNECT TO BAS.1. DIGITAL, PROGRAMMABLE THERMOSTAT FOR EACH UNIT.2. UNIT MOUNTED TOGGLE TYPE DISCONNECT SWITCH FOR MAINTENANCE.3. REFER TO STRUCTURAL DRAWINGS FOR EQUIPMENT MOUNTING DETAIL. EACH CRAC UNIT SHALL BE INSTALLED ON MANUFACTURER PROVIDED FLOOR STAND.4. PROVIDE DUCT SMOKE DETECTOR IN MAIN SUPPLY DUCT. PROVIDE AUTOMATIC SHUTOFF UPON DETECTION OF SMOKE IN THE MAIN SUPPLY AIR DUCT PER CMC 608.15. CONNECT TO BAS.LAT WB (°F)545.3REFRG.CHARGE(LBS)1.080 6735005581,200 74,00067075R410A1, 2, 3, 4, 5, 66.535x35x7859.7 80208/3/60 52.7545.35.35.3REFRG.CHARGE(LBS)SCOP2.242.24143MASTER MPOE /MDF ROOM143MASTER MPOE /MDF ROOM143MASTER MPOE /MDF ROOMCRAC-1143 MASTER MPOE /MDF ROOMCRAC-2143 MASTER MPOE /MDF ROOM1, 2, 3, 4, 5, 61, 2, 3, 4, 5CSP-A390-VG1082 28 W 115-10.6 301.53M80761,130 - 2,260MIN. - MAX.1. ALL FANS SHALL BE MOUNTED TO NEW ROOF CURBS (12" HEIGHT) PROVIDED BY FANMANUFACTURER. REFER TO STRUCTURAL DRAWINGS FOR MOUNTING DETAILS.2. ALL FANS SHALL BE PROVIDED WITH A FAN MOUNTED CONTROL DIAL FOR MANUAL BALANCING.3. FANS SHALL BE ALL ALUMINUM CONSTRUCTION AND COME WITH GALVANIZED METAL BIRD SCREEN.4. ALL FANS SHALL HAVE FACTORY MOUNTED DISCONNECT SWITCH UNDER FAN DOME.5. ALL FAN MOTORS SHALL BE TEFC WITH ELECTRICAL CONNECTION THROUGH THE FAN BASE.6. FURNISH WITH BACKDRAFT DAMPER, MOUNTING BRACKETS, BUILT-IN DISCONNECT SWITCH,ELECTRONIC DIAL SPEED CONTROLLER.7. FURNISH AND INSTALL EXTERNAL VFD 460V, NEMA 3R RATING.8. STEEL CONSTRUCTION, BELT DRIVE, SURE FLOW STATION, DRAIN CONNECTION,TOTAL TOTALEWTºFLWTºF45.0 54.945.0 54.045.0 54.945.0 54.045.0 54.945.0 55.0MERV 13 FILTERPD"WGINITIALPD"WGFINALFAN ARRAY SHALL HAVE SINGLE POINT POWER CONNECTION.3335WITH QUICK CONTROL PANEL, BACNET INTERFACE, CONNECT TO BMS.EACH FAN IN ARRAY SHALL HAVE AN ECM MOTOR.444550.3" 0.7"0.3" 0.7"0.3" 0.7"6. PROVIDE DIGITAL SCROLL COMPRESSOR SOUND JACKET, LIQUI-TECT POINT LEAK-DETECTION SENSOR AND DUAL-FLOAT CONDENSATE PUMP- - - - -- - - - -CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM005SCHEDULESCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011 M2011M20712M2071M2021M2041M205M2111(E) 4" CHWS&R(E) 2" HHWS&R(E) 4" CHWS&R(E) 2" HWS&RSEE SHEET M212 FOR CONTINUATION(E) 4" CHWS&R(E) 2" HHWS&RSEE SHEET M207 FOR CONTINUATION1M2031M206M203.111M205.11M206.1SCALE: 1" = 20'-0" REF: M301M1001CAMPUS SITE PLANCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1" = 20'-0"M100CAMPUS SITE PLANCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21SCALE: 1" = 20'-0" (1:240)0'10204080N1 04.14.21 CONSTRUCTION CHANGE 0111 FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDSDTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTFD123456789101112133.1ABCDEFGHAA96"x18"46"x18"38"x18"FP41VBH16VBH17VBH18VBH19VB30VBH20VBH22FPH7VBH24VBH27FPH3VB28VB26VBH3VBH5VBH4VB8FPH1FPH6VBH1VBH2FP2VB12VB7LOBBY101STAIR #1ST01ELEV EQUIP175ELEV. #1EL01MEN'S LOCKERS164PHYSICAL FITNESS161ELEC. ROOM174VESTIBULE ROOM199ELEV. #2EL02STAIR #2ST02MECH EQUIP171SALLY PORT181PROPERTY & EVIDENCE159ELECT.142BRIEFING121REAR ENTRY122VB9265CFM(TYP.8)TRAFFIC SUPERVISOR108FIELD EQUIP.153STOR155SGT156SGT157REPORT WRITING154EVIDENCEVEHICLES136DRYING CLOSET155TRAFFIC106FINGER PRINTING104CRIME PREVENT103AINTERVIEW /PRESS165WORK166STORAGE167INTERVIEW164LOUNGE/STORAGE111COMM/SUPERVISOR110DRYING153SHOWER #2153SHOWER #4153SHOWER #1153PUBLIC RELATIONS1032222VB10AH1DRYING ROOM184STORAGE185NARCOTICS158WOMEN'S168MEN'S163METER ROOM173ELEV EQUIP172OPENDISPATCH CENTER144VB11VESTIBULE162VESTIBULE167VB14VBH6VB15VBH13VB31VB29VB21VB67VB25EF7EF5VBH32100 CFM(TYP. 4)100 CFM75 CFM(TYP. 3)90 CFM(TYP. 2)35 CFM85 CFM480 CFM115 CFM(TYP. 9)150 CFM(TYP. 3)200 CFM96 CFM(TYP. 4)130 CFM(TYP. 10)90 CFM(TYP. 3)155 CFM380 CFM107 CFM(TYP. 2)300 CFM(TYP. 4)230 CFM100 CFM(TYP. 2)100 CFM(TYP. 2)80 CFM(TYP. 2)105 CFM(TYP. 5)112 CFM(TYP. 4)190 CFM(TYP. 2)75 CFM(TYP. 4)210 CFM(TYP. 7)85 CFM55 CFM500 CFM(TYP. 6)475 CFM(TYP. 4)250 CFM(TYP. 2)107 CFM(TYP. 13)300 CFM(TYP. 2)140 CFM40"x12"24"x24"40"x10"30"x10"30"x10"2000 CFM1600 CFMST2ST3270 CFM(TYP. 2)200 CFM(TYP. 2)260 CFM210 CFM(TYP. 7)80 CFM80 CFM90 CFM90 CFM90 CFM90 CFM80 CFM80 CFM70 CFM(TYP. 2)70 CFM(TYP. 2)120 CFM260 CFM440 CFM150 CFM150 CFM650 CFM(TYP. 4)130 CFM150 CFM360 CFM80 CFM130 CFM200 CFM210 CFM240 CFM150 CFM860 CFM(TYP. 3)2900 CFM3200 CFM240 CFM380 CFM108"x84" REMOVABLE LOUVER 25 SQFT AREAOSAST116"x6"36"x54"EAD UP24"x6"60"x18"60 CFM12"x12"1180 CFM(TYP. 3)22AV.EQUIP16022222222N.I.C.45ARMORY152MEN149WOMEN148462122222222778222222212"øUP TO EF-9N.I.C.2SUPPLYREPAIR152OFFICE150WET CLOSET157 ACOFFEE123WATCHCOMMAND168RECORDS 168166PUBLICINQUIRY168RECORDSSUPERVISOR110RECEPTIONENQUIRY133ATRIUM103WOMENSLOCKER120CRIME LAB135CORRIDOR192RADIOCOMPUTEREQUIP143CORRIDOR195CORRIDOR193CORRIDOR116VEST166936"x24"36"x24"9912"x12"1310"ø12"ø8"ø16"x8"36"x10"111111(TYP.)121311(TYP.)9(E)131344"x18"44"x18"44"x18"30"x10"60"x18"1484"x18"UP TO EF-21M2101,2,3,4M208RA14101524"x10"24"x8"14"x8"16"ø12"ø14"ø12"ø12"ø16"ø16"ø14"ø12"ø12"ø24"x8"28"x10"10"x10"10"x6"14"x8"(E)8"ø8"ø1128"x8"16"ø14"ø14"ø346"x18"13"ø13"ø10"ø9"ø9"ø6"ø14"ø12"ø8"ø10"ø10"ø7"ø8"ø10"ø8"ø6"ø6"ø46"x18"16"ø16"ø12"ø10"ø8"ø9"ø8"ø28"x8"28"x8"28"x8"16"ø14"ø10"ø16"x8"6"x6"8"x8"(E)(E)(E)(E)52"x30"24"x6"44"x10"8"x6"8"øOSA1413222(E) 12"x72"LOUVER(E) 60"x24"LOUVER15/1M202.1/1M202.1MATCHLINE211(E)(E)(E)(E)SCALE: 1/8" = 1'-0" REF: M100M2011DEMOLITION FLOOR PLAN - LEVEL 1CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"M201DEMOLITION FLOOR PLAN -LEVEL 1CARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.210'4'8'16'32'NSCALE: 1/8" = 1'-0" (1:96)1. DUCT THAT REMAINS SHALL BE CLEANED. REFER TO SPECIFICATIONS2. REFER TO STRUCTURAL DETAILS FOR NON-STRUCTURAL SEISMIC BRACING OF EXISTING DUCT AND PIPE THAT REMAINS AFTER DEMO.3. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.4. FOR PHASE AREAS, SEE ARCHITECTURAL SHEETS G007, G008, G009, G010.GENERAL NOTESKEYNOTESGENERAL NOTESKEYNOTESREMOVE (E) FAN POWERED BOX AND ASSOCIATED DUCTWORK AND GRILLES.REMOVE (E) EQUIPMENT, DUCTWORK , GRILLES AND DIFFUSERS AS INDICATED.ADJUST (E) GRILLES, DIFFUSERS, EXHAUST GRILLES TO FIT THE NEW CEILING.RELOCATE (E) VAV BOX. EXTEND POWER , CONTROL AND HYDRONIC PIPES TO NEW LOCATION. REMOVE (E) FAN COIL UNIT AND ASSOCIATED DUCTWORK IN RADIO EQUIPMENT ROOM 143 .REMOVE (E) EF AND ASSOCIATED DUCTWORK AS INDICATED.(E) FUJITSU WALL MOUNTED FAN COIL UNIT TO REMAIN.INSTALL FLEXIBLE CONNECTION IN EXISTING DUCT CROSSING SEISMIC JOINT PER DETAIL 12 / M804.(E) TRANSFER AIR DUCT TO REMAIN.(E) 40"x12" EAD UP TO EF-3.EXISTING EQUIPMENT, DUCT, DIFFUSER, GRILLE TO REMAIN.(E) RETURN AIR BOOT WITH FIRE DAMPER TO REMAIN.REMOVE (E) TRANSFER AIR DUCT.(E) SCREENED OPENING TO REMAIN AND CLEAN.(E) LOUVER TO REMAIN.1234567891011121314151 04.14.21 CONSTRUCTION CHANGE 0111 FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTTTTTTTFDTTT123456789101112133.1ABCDEFGHAAWAITING &DISPLAY257CORRIDOR206INVESTIGATIVESERVICES224FILM PROCESS240APRINTS243BKITCHEN244BLIBRARY253VEST237VEST240CORRIDOR236VBH44VBH43VBH42VBH46VBH47VBH45VBH49VBH50VBH53VBH51VBH54VBH52VBH58VBH59VBH60VBH61VBH56VBH57VBH64VBH55VBH65VBH39VBH37VBH38VBH41VBH40VBH66FC4VBH33VBH34VBH35VBH68FC1VBH36FC3FC2VBH63FPH5AH2AH3ELEC. ROOM207HALLWAY264VEST.268ELEV. #2EL02STAIR #2ST02MECHANICAL EQUIP.221OFFICE254LIEUT.256TECH SERVICE CAPTAIN255FIELD SERVICE CAPT.257ADMIN ASSIST.258POLICE CHIEF289MEN292WOMEN285CONFERENCE288FIRE CHIEF283FIRE ADMIN280SECRETARY282CLOSET284FIRE DIV. CHEIF281CLERICAL278FIRE ANALYST277EMS MGR276EMPTY275OPEN TO BELOWSTAIR #1ST01STORAGE274INTERVIEW212MAILROOM214INTERVIEW213EOC DIRECTOR271JUVENILE SERVICESSERGEANT211FIRE TRAINING OFFICER272OPEN TO BELOWOPEN TO BELOWCSI225MEN232WOMEN235STOR.287COFFEE286OPEN TO BELOWELEV. #1EL01STORAGE279184 CFM(TYP. 2)184 CFM(TYP. 2)184 CFM(TYP. 2)188 CFM(TYP. 2)188 CFM(TYP. 2)146 CFM(TYP. 5)180 CFM(TYP. 2)130 CFM(TYP. 6)120 CFM(TYP. 7)150 CFM(TYP. 3)140 CFM(TYP. 4)140 CFM(TYP. 6)120 CFM(TYP. 4)150 CFM(TYP. 2)150 CFM(TYP. 2)125 CFM160 CFM(TYP. 2)130 CFM(TYP. 5)125 CFM(TYP. 3)285 CFM(TYP. 7)260 CFM(TYP. 6)190 CFM(TYP. 2)130 CFM(TYP. 2)140 CFM(TYP. 5)16121100 CFM(TYP. 5)465 CFM(TYP. 4)415 CFM(TYP. 4)150 CFM1150 CFM100 CFM88 CFM(TYP. 5)125 CFM88 CFM(TYP. 2)100 CFM145 CFM(TYP. 2)215 CFM(TYP. 2)83 CFM(TYP. 4)75 CFM(TYP. 4)60 CFM(TYP. 2)150 CFM(TYP. 2)130 CFM(TYP. 2)60 CFM(TYP. 2)114 CFM(TYP. 5)2280 CFM400 CFM225 CFM(TYP. 5)200 CFM117 CFM(TYP. 3)430 CFM75 CFM(TYP. 2)110 CFM240 CFM240 CFM120 CFM(TYP. 7)26150 CFM(TYP. 2)270 CFM270 CFM(TYP. 2)40 CFM48"x18"4455555556665555666565555666(TYP.)66666666680 CFMVBH48666618"x8"666666PHOTO LAB243INVESTCAPTAIN226INVESTCAPTAIN225CONF.233TAPE &MONITOR224CORRIDOR215INVESTSUPERV.213CRIME &VIOLENCE210WORK273CLOSET290CORRIDOR262CORRIDOR264VICE /NORCOTICS228EMERG.SERVICES230CLERICALPOOL251RESERVESASSITS258TRAININGOFFICER254CUST.239WORK /REPRO256SECRETARY291CORRIDOR26438"x18"7712"x12"(TYP.3)77712"x12"24"x12"977777918"x12"12"x12"924"x12"710"ø10"ø13"ø10"ø14"x14"10"ø81EF-11EF-82686(TYP.)68(TYP.)24"x14"24"x14"10"ø10"ø8"ø8"ø8"ø8"ø20"x12"14"ø10"ø8"ø8"ø8"ø10"ø8(TYP.)8(TYP.)1EF-178(TYP.)16"x12"16"x8"10"x6"10"x6"12"x8"1EF-42M2101,2,3,4M209EF-233777146VBH68AVBH68BVBH68C5555888888FC3A610101010886SCALE: 1/8" = 1'-0" REF: M301M2021DEMOLITION FLOOR PLAN - LEVEL 2CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"M202DEMOLITION FLOOR PLAN -LEVEL 2CARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.210'4'8'16'32'NSCALE: 1/8" = 1'-0" (1:96)GENERAL NOTESKEYNOTESGENERAL NOTESKEYNOTES(E) EXHAUST AIR DUCT UP THRU ROOF.(E) OUTSIDE AIR DUCT UP THRU ROOF.(E) RELIEF AIR DUCT UP THRU ROOF.(E) 48"x18" DUCT OPEN TO CEILING PLENUM.ADJUST (E) GRILLES, DIFFUSERS, EXHAUST GRILLES TO FIT THE NEW CEILING.REMOVE (E) EQUIPMENT, DUCTWORK , GRILLES AND DIFFUSERS AS INDICATED.(E) TRANSFER AIR DUCT TO REMAIN.(E) EQUIPMENT, DUCT, DIFFUSER / GRILLE TO REMAIN.REMOVE (E) TRANSFER AIR DUCT.REMOVE (E) FAN COIL UNIT INCLUDING ALL APPURTENANCES.12345671. DUCT THAT REMAINS SHALL BE CLEANED. REFER TO SPECIFICATIONS2. REFER TO STRUCTURAL DETAILS FOR NON-STRUCTURAL SEISMIC BRACING OF EXISTING DUCT AND PIPE THAT REMAINS AFTER DEMO.3. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.4. FOR PHASE AREAS, SEE ARCHITECTURAL SHEETS G007, G008, G009, G010.891 04.14.21 CONSTRUCTION CHANGE 011011 TFDFDFDFDFDFDFDFDTTTTTFD10111213GHJ1516KLMEETING ROOME184MEETING ROOME185EMERGENCYOPERATINGCENTER (E.O.C.)E183STORAGEE182HALLWAYE181HALLWAYE176OFFICEE180MENE179WOMENE178WOMENE174MENE173HALLWAYE172LOBBY101LOBBYE175CUST.E187AV EQUIP.E186ELECT.E188RECORDSSUPERVISOR110/1M201/1M201MATCHLINE1412"x12"90CFM90CFM6"ø6"ø12"ø12"ø22"x8"160CFMTYP.2300CFM300CFM9"ø10"ø12"x8"7"ø10"ø400CFM1(EF-9)2GI / -31(EF-10A)14"x14"1(EF-10)400CFMTYP.626"x10"26"x10"26"x10"26"x10"26"x10"26"x10"10"ø(TYP.)(TYP.)(TYP.)10"ø10"ø400CFMTYP.6400CFMTYP.6DLDL300CFM4AC-24AC-34AC-44AC-1556VBH326812"ø8"ø8"ø6"ø120CFM100CFM160CFM24"x12"36"x12"36"x12"36"x12"24"x12"77998(TYP.)8(TYP.)8(TYP.)120CFM160CFM260CFM260CFM400CFM16"x16"556"ø22"x10"10101010111111121212930"x10"30"x10"30"x10"11913131313141414141414141422"x8"(E)(E)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"M202.1DEMOLITION FLOOR PLAN -EOC WINGCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21GENERAL NOTESKEYNOTESGENERAL NOTESKEYNOTES(E) EXHAUST AIR DUCT UP THRU ROOF.(E) COMBUSTION AIR DUCTS UP THRU ROOF.(E) FLUE VENT TO REMAIN.REMOVE (E) LINED SUPPLY AIR DUCT AND RETURN AIR DUCT UP THRU ROOF TO AC UNIT. PROTECT IN PLACE . ADJUST (E) GRILLES, DIFFUSERS, EXHAUST GRILLES TO FIT THE CEILING AFFECTED BY THE STRUCTURAL RETROFIT (TYPICAL).REMOVE (E) DUCTWORK , GRILLES AND DIFFUSERS AS INDICATED.(E) TRANSFER AIR DUCT TO REMAIN.(E) EQUIPMENT, DUCT, DIFFUSER / GRILLE TO REMAIN.(E) WALL OPENING.REMOVE (E) 1 HR ENCLOSURE.REMOVE (E) RETURN LINEAR DIFFUSER.REMOVE (E) SUPPLY LINEAR DIFFUSER.REMOVE (E) THERMOSTAT.(E) FIRE DAMPER (FD).12345671. DUCT THAT REMAINS SHALL BE CLEANED. REFER TO SPECIFICATIONS2. REFER TO STRUCTURAL DETAILS FOR NON-STRUCTURAL SEISMIC BRACING OF EXISTING DUCT AND PIPE THAT REMAINS AFTER DEMO.3. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.4. FOR PHASE AREAS, SEE ARCHITECTURAL SHEETS G007, G008, G009, G010.SCALE: 1/8" = 1'-0" REF: M301M202.11DEMOLITION FLOOR PLAN - EOC WING89101112131 04.14.21 CONSTRUCTION CHANGE 01141 123456789101112133.1ABCDEFGHAAEF13EF8EF17EF1EF12EF14GI-EF3EF4EF15GI-GI-GI-EF6GI-EF2GI-1111228838388111111151010777559914GI-CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"M203DEMOLITION ROOF PLANCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21SCALE: 1/8" = 1'-0" REF: M301M2031DEMOLITION ROOF PLAN1. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.GENERAL NOTESKEYNOTESGENERAL NOTESKEYNOTESREMOVE (E) EXHAUST FAN.(E) RELIEF HOOD TO REMAIN.(E) GRAVITY INTAKE TO REMAIN.NOT USED.(E) ELECTRICAL EQUIPMENT TO REMAIN.NOT USED.(E) ANTENNA EQUIPMENT TO REMAIN.REMOVE (E) GRAVITY INTAKE .EXISTING FUJITSU CONDENSING UNITS TO REMAIN AND BE PROPERLY REANCHORED TO ROOF. SEE STRUCTURAL DRAWINGS FOR ANCHORAGE DETAILSREMOVE (E) HVAC UNIT SERVING MPOE ROOM 143.12340'4'8'16'32'NSCALE: 1/8" = 1'-0" (1:96)56789101 04.14.21 CONSTRUCTION CHANGE 011 10111213HJ1516KL14AC2AC1AC3AC41115EF922EF10AEF10234ROOF HATCHGI-CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"M203.1DEMOLITION ROOF PLAN -EOC WINGCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21SCALE: 1/8" = 1'-0" REF: M100M203.11DEMOLITION ROOF PLAN - EOC WING1. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.GENERAL NOTESKEYNOTESGENERAL NOTESKEYNOTESREMOVE (E) AC UNIT, FACTORY CURB AND ADAPTER CURB.(E) EXHAUST FAN TO REMAIN. (E) GRAVITY INTAKE TO REMAIN. (E) FLUE VENT TO REMAIN.(E) AC UNIT. CAREFULLY REMOVE AND STORE FOR RE-INSTALLATION. REMOVE (E) FACTORY CURB AND ADAPTER CURB. 12341 04.14.21 CONSTRUCTION CHANGE 0151 FDFDFDFDFDFDFDFDFDFDFDTTTTTBDTTTTTTTTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTTFSFSFSFSFSFSFSFSFDTTTT123456789101112133.1ABCDEFGHAADISPATCHCENTER144VBH5VBH3PUBLICCOUNTER104PUBLIC INQUIRY105LOBBY101TRAFFICSUPERVISOR108MEETING106MEN'S LOCKERS164STAIR #1ST01ELEV EQUIP175ELEV. #1EL01MEETING ROOM112PATROLSERGEANT111WATCHCOMMANDER133TRAFFIC OFFICE114TRAFFIC OFFICE115TRAFFIC116BRIEFING121REAR ENTRY122OFFICE152MEN149WOMEN148LOUNGE146COMMSUPERVISOR145VB8VB9VBH71RECORDSSUPERVISOR110RECORDS109CRIME LIVESCAN107VB12FPH6FPH1VB7VBH22VBH20VBH19VBH18VBH17VBH16VBH13VB15VBH6VB67VB31VBH27VB28FPH3VBH2VBH1VBH32VB26VB10FP2VB29VBH24VB25VB30VB21EF5WOMEN'SLOCKERS169CRIME ANALYST14111VBH701M301VBH69INTERVIEW160WATCH COMMOFFICE1342M301CST151BATTERYCHARGING/SHOTGUNSTORAGE126DRY CLEANING125TRAFFIC OFFICE113MEN'SSHOWERS165PHYSICALFITNESS161ELEC. ROOM174ELEV EQUIP172VESTIBULEROOM199ELEV. #2EL02HALLWAY191MECH EQUIP171HALLWAY193EVIDENCE157NARCOTICS158OFFICE154HOMLESSOUTREACH155HALLWAY195ELECT.142MASTER MPOE /MDF ROOM143HALLWAY192HALLWAY147COFFEE123VESTIBULE162WOMEN'SSHOWERS170WOMEN'S168VEST166MEN'S163ATRIUM /REPORTWRITING131HALLWAY196HALLWAY197CST OFFICE153PROPERTY &EVIDENCE159SALLY PORT181STORAGE182INTERVIEWROOM183STORAGE185DRYING ROOM184250 CFM280CR-214x14FC107245CS-212x12849175CS-612x126"ø11IDF ROOM 1132VBH74VBH736"ø260CS-1TYP.212x12520CR-120x20ST3ST290CS-110x1090CE-110x10170LSG-1TYP.31.5"x48"12"ø12120LSG-1TYP.21.5"x48"10"ø8"ø8"ø50CS-1TYP.210x106"ø6"ø8"ø10"ø (1"L)FC8105CS-110x10165CS-1TYP.310x1010"ø8"ø140CS-110x10140CS-110x1010"ø250CS-112x128"ø8"ø10"ø10"ø220CS-1TYP.212x1212"ø165CS-1TYP.212x1210"ø230CS-112x128"ø11116"ø10"ø340CE-114x14BAG TAG1561114"x14" (1"L)240CT-114x14FP-2AV ROOM1241336"x24" (1"L)36"x24" (1"L)131414N.I.C.CRAC124"x18"230 CFM650 CFMCRAC2VBH412"ø440CS-7TYP.816x1612"x12"12"x12"24"x18"TYP.8MDMD280CS-214x14175CE-312x12245CR-212x1212"ø10"ø12"x12"12"x12"10"ø10"ø12300CFMTYP.4400CFMTYP.312200CFMOSA12370CS-1TYP.414x14112CS-3TYP.410x610"ø10"ø12"x12"20"x12"10"ø 10"ø16"x12"VB11151544"x18"16610"ø8"øFC7FC6115CS-1TYP.210x10100CS-110x10150CS-110x10120CS-110x10110CS-1TYP.312x126"ø8"ø8"ø6"ø100CS-110x10VBH778"øVBH76200CS-110x10300CS-1TYP.212x12VBH79VBH7810"ø10"ø10"ø96"x18"38"x18"44"x10"36"x10"44"x18"44"x18"28"x8"28"x8"28"x8"40"x10"40"x12"40"x12"60"x18"60"x18"60"x18"52"x30"30"x10"100CFM450CFM300CFM475CFMTYP.4300CFMTYP.2500CFMTYP.6270CFMTYP.216"x8"6"x6"24"x10"500CE-216x16AH1METER ROOM1738"ø10"ø10"ø10"øENTRY VESTIBULE1025ST1325CS-5TYP.224x4812"ø12"ø12"ø10"ø10"ø8"ø8"ø40CS-110x10115CS-110x106"ø17171717171710"ø225CS-1TYP.212x1210"ø10"ø10"ø10"ø260CS-1TYP.212x12340CS-1TYP.212x12260CS-1TYP.410x1010"ø10"ø12"ø14"ø10"ø270CS-112x1210"ø255CS-1TYP.210x1010"ø10"ø370CS-1TYP.412x1210"ø10"ø10"ø10"ø215CS-1TYP.210x1010"ø10"ø240CS-1TYP.410x1010"ø10"ø10"ø10"ø12"øUP TO EF-91717200CFM480CFM1212240CT-214x1430"x10"28"x8"260CFM100CFMTYP.3100CFMTYP.4380CFMHALLWAY198HALLWAY196BDDBDDEVIDENCELOCKERS194HALLWAY10319VBH72DL324"x24"1421010130CFM130CFMEF-18"x6"5EF-8EF-3142012"x12"12"x8"12"x12"12"x12"80CFM 80CFM(TYP.2)(E)185CFM20(E)14EF-21EF-19EA DUCT UP TO FEF-1SA DUCT UP TO DOAS-1VBH-DR230LEG-11.5"x5FT90CE-38x890CS-68x81M2101,2,3,4M20812"x12"16"x16"24"x8"14"x8"14"ø12"ø12"ø12"ø14"ø12"ø12"ø14"x8"28"x10"10"x10"60"x18"(E)(E)6"ø12"x8"EF-20116"ø14"ø14"ø10"ø16"x16"(E)6"ø12"x12"12"ø20FPH-3FPH-7VBH-20VB-21VBH-76VBH-1VBH-2FPH-1FPH-6VB-8VBH-71VBH-4VBH-5VBH-32VBH-78VB-7VBH-79VBH-72SAV-2VBH-13VB-1512"x12"16"x8"12"ø10"ø8"ø7"ø10"ø10"ø10"ø10"ø12"x12"12"x12"36"x10"36"x10"38"x18"46"x18"VBH-73VBH-16VBH-17VBH-18VBH-19VBH-22VB-26VB-697"ø7"ø10"ø8"ø8"ø7"ø7"ø16"ø16"ø12"ø8"ø9"ø7"ø7"ø10"ø6"ø10"ø10"ø10"ø12"x12"10"ø16"ø13"ø13"ø14"x8"16"ø12"ø8"ø8"ø7"ø10"ø8"x8"8"ø12"x10"8"ø10"ø8"ø8"x6"6"x6"8"ø6"ø8"ø6"ø6"ø6"ø12"x8"8"ø8"ø8"ø(E)(E)(E)(E)(E)(E)(E)12"ø6"ø6"øHALLWAYE172MENE173WOMENE178WOMENE17410"ø21GI-312"x10"2226DLDL20(TYP.)(TYP.)20(TYP.)20(TYP.)380CS-112x1212120CS-112x128"ø100CS-110x108"ø1220(TYP.)12122020(E) 12"x72"LOUVER(E) 60"x24"LOUVERSD24SD24SD24EF2610"ø258"x8"23/1M205.1/1M205.1MATCHLINE27170LSG-2TYP.31.5"x48"8"ø8"ø8"ø170CS-110x10201324"x12"20± 22' - 0"12"x12"12"x12"13VBHDRVAVDR10"ø10"øLINED PLENUMLINED PLENUM291700 CFM1600 CFM1818181. FACTORY MADE FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE MORE THAN 5 FEET IN LENGTH . REFER TO DETAIL 2 AND 12 ON SHEET M801.2. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.3. RETURN PLENUM:THIS BUILDING USES THE CEILING PLENUM FOR RETURN. IT IS CRITICAL TO OPERATION OF THE HVAC SYSTEM THAT THE RETURN PATH IS CONTINUOUS AND FREE OF OBSTRUCTION BETWEEN TENANT ZONES AND THE RETURN DUCT.3.1. EXTERIOR OPENINGS SHALL BE SEALED.3.2. INTERIOR FULL HEIGHT WALLS REQUIRE TRANSFER OPENINGS.3.3. HALLWAYS SHALL BE TUNNEL CONSTRUCTION.3.4. EXHAUST SYSTEMS SHALL NOT HAVE POSITIVE PRESSURE DUCT WITHIN THE PLENUM. FANS SHALL BE EXTERIOR TO THE BUILDING.3.5. WIRE NOT IN CONDUIT SHALL BE PLENUM RATED.3.6. ACCESSORIES SUCH AS CONTROLS, TRANSFORMERS, CONDENSATE PUMPS, INSULATION, ETC. SHALL BE PLENUM RATED.4. DUCT CONSTRUCTION4.1. PROVIDE MANUAL VOLUME DAMPER ON EACH BRANCH DUCT TO A SUPPLY OUTLET. DAMPERS OVER GYPBOARD CEILINGS SHALL BE ELECTRIC MOTOR OPERATED WITH HAND HELD CONTROLLER. REFER TO DETAIL 12 / M803.4.2. ROUND DUCT TAPS TO RECTANGULAR MAINS SHALL BE CONICAL TAPS OR "Y" FITTING. STRAIGHT TAPS ARE NOT ALLOWED. WHEN CONICAL DIAMETER IS GREATER THAN MAIN DUCT I.D., TRANSITION TO EQUIVALENT RECTANGULAR DUCT AND CONNECT WITH 45 DEGREE ENTRY4.3. ROUND DUCT TAPS TO ROUND MAINS SHALL BE "Y" FITTINGS4.4. RECTANGULAR DUCT SQUARE ELBOWS SHALL HAVE TURNING VANES. RADIUS ELBOWS SHALL BE:R/D>=1 FOR LOW PRESSURER/D>= 1.5 FOR MEDIUM PRESSURE4.5. ROUND DUCT ELBOWS SHALL BE:LOW PRESSURE: R/D=1MEDIUM PRESSURE: 5 GORE R/D=1.05. FOR BRANCH DUCTWORK CONNECTION, REFER TO DRAWING DETAIL 7 / M804 FOR TYPICAL DETAILS.6. AIR DISTRIBUTION GENERAL: SUBMIT FINISH AND FRAME STYLES TO ARCHITECT FORREVIEW. REFER TO SCHEDULE FOR MODEL TYPES.7. FOR PHASE AREAS, SEE ARCHITECTURAL SHEETS G007, G008, G009 AND G010.NEW WALLS -6" ABOVE CEILINGEXISTING WALL TO REMAINNEW WALLS -TO UNDERSIDE OF DECK1-HR FIRE RATED WALL2-HR FIRE RATED WALL3-HR FIRE RATED WALL4-HR FIRE RATED WALLWALL LEGENDSCALE: 1/8" = 1'-0" REF: M301M2041PROPOSED FLOOR PLAN - LEVEL 1CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"M204PROPOSED FLOOR PLAN -LEVEL 1CARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.210'4'8'16'32'NSCALE: 1/8" = 1'-0" (1:96)GENERAL NOTESGENERAL NOTESKEYNOTESPROVIDE WALL OPENING ABOVE THE CEILING FOR RETURN AIR TO PLENUM . MIN. 24"x10" SLEEVE.(E) TRANSFER AIR DUCT.PROVIDE 24"x24" DOOR LOUVER. MIN. 50% FREE AREA. PROVIDE LINEAR EXHAUST GRILLE 6" ABOVE COUNTER. (E) EXHAUST DUCT UP TO LEVEL 2. SEE SHEET M205 FOR CONTINUATION.INSULATED SUPPLY DUCT TO DRYING ROOM 184.OUTSIDE AIR DUCT UP THRU ROOF. FUME SYSTEM EXHAUST DUCT SHALL BE WELDED S.S. GRADE 316.FUME SYSTEM EXHAUST DUCT SHALL NOT HAVE TURNING VANES FOR ELBOWS.(E) FAN COIL UNIT TO REMAIN.EXHAUST DUCT UP TO LEVEL 2. SEE SHEET M205 FOR CONTINUATION.ADJUST (E) GRILLES, DIFFUSERS, EXHAUST GRILLES TO FIT THE NEW CEILING.PROVIDE LINED TRANSFER DUCT ABOVE CEILING FOR RETURN AIR TO PLENUM.(E) LINED TRANSFER DUCT TO REMAIN.RELOCATE (E) VAV BOX. EXTEND POWER, CONTROL AND HYDRONIC PIPES TO NEW LOCATION.ADJUST SUPPLY MAIN TO AVOID GOING OVER NEW FULL HEIGHT WALL. PROVIDE COMBINATION SMOKE / FIRE DAMPER. SEE DETAIL 7 / M801.LINEAR RETURN GRILLE LEG-1 WITH LINED BOOT.CONNECT EXHAUST DUCT TO MICROWAVE ABOVE RANGE WITH BUILT IN EXHAUST (300 CFM MAX).PROVIDE CEILING MOUNTED RETURN GRILLE WITH BOOT. SEE DETAIL 3 / M801.(E) OSA DUCT UP TO LEVEL 2. SEE SHEET M205 FOR CONTINUATION.PROVIDE NEW HOT WATER REHEAT COIL TO FP-2. SEE SCHEDULE ON SHEET M003.PROVIDE DUCT MOUNTED SECURITY BARRIER SIMILAR TO TITUS SG-BG.PROVIDE DUCT SMOKE DETECTOR IN MAIN SUPPLY DUCT. PROVIDE AUTOMATIC SHUTOFF UPON DETECTION OF SMOKE IN THE MAIN SUPPLY AIR DUCT PER CMC 608.1.MINIMUM SERVICE CLEARANCE. PROVIDE ACCESS PANEL.PROVIDE 28"x12" EXHAUST AIR LOUVER. MIN. 50% FREE AREA.WALL GRILLE WILL OPERATE WITH TWO POSITION WALL SWITCH. LOW FLOW 55 CFM (MIN.VENTILATION). HIGH FLOW 230 CFM. SEE CONTROL DETAIL 4 / M826 .PROVIDE CONTINUOUS LINEAR GRILLE.FILTER BOX WITH MERV-13 FILTERS.12345678910111213141516171819202122232425261 04.14.21 CONSTRUCTION CHANGE 01272829301111 FDFDFDPF FDFDFDFDFDFDFDFDFDFDFDFDFDFDFDFDTTTTTTTTTTTTTT TTTTTTTTTTTTTTTTTTTTTTFSFSFSFSFSFSFSFSFDCO2TCO2TTTTTTTT123456789101112133.1ABCDEFGHAAINVESTIGATIVESERVICES201VICE / NARCOTICS202FC5LOUNGE244EAV2CSI225ALS ROOM224CLEAN OFFICE251TRAININGCOORDINATOR'SOFFICE252OFFICE253OFFICE254TECH SERVICE CAPTAIN255LIEUT.256FIELD SERVICE CAPT.257ADMIN ASSIST.258OFFICE260POLICE CHIEF289SECRETARY291CLOSET290MEN292HALLWAY293STOR.287WORK REPRO294WOMEN285CONFERENCE288COFFEE286ADMIN CSO241RES. ASSIST.240CLERICAL POOL261IDF ROOM 2259WORKROOM / IDF ROOM237IT OFFICE238IT MEETING239WOMEN235JANITOR233MEN232VEST.231IN-PROCESSEVID./STOR.223MECHANICAL EQUIP.221INTERVIEW203ELEV. #2EL02VEST.268ELEC. ROOM207OFFICE206SGT. OFFICE205SGT. OFFICE204OFFICE208OFFICE209MAILROOM214INTERVIEW213INTERVIEW212JUVENILE SERVICESSERGEANT211HALLWAY215EOC DIRECTOR271CRIME OF VIOLENCE210FIRE ANALYST277EMS MGR276EMPTY275CLERICAL278CLERICAL278FIRE ADMIN280FIRE DIV. CHEIF281STORAGE279ELEV. #1EL01STAIR #1ST01HALLWAY262STORAGE274HALLWAY273STORAGE242JANITOR243HALLWAY2646"ø7"x4"EAV44"øCAPCAPCAPCAPVBH59VBH58VBH52VBH50VBH53VBH47VBH46VBH44VBH43VBH42VBH45VBH49VBH39VBH38VBH41VBH40VBH66VBH37FC4VBH33VBH34VBH35AH3AH2VBH61VBH60CAP16"ø12"ø10"ø10"ø10"ø10"ø200CS-110x10200CS-110x10185CFMTYP.2180CFMTYP.2300CS-1TYP.412x1210"ø10"ø10"ø12"ø14"ø16"ø10"ø10"ø10"ø12"ø24"x18"260CS-1TYP.912x123780CR-1TYP.320x2065CS-110x108"ø8"ø90CE-112x1265CR-112x12416"ø325CS-2TYP.412x12350CS-1TYP.212x12CAPCAPCAP66"ø676"ø7ROOF TERRACE246AC-7AC-8AC-924"x14" (1"L)16"x18"90CE-3TYP.28x8300CE-212x12180CE-112x126610"ø6"ø6JANITOR OFFICE222FIRE CHIEF283SECRETARY282VBH-48VBH48VBH64VBH656UCFC9400CS-1(TYP.2)14x14400CS-1(TYP.2)14x148769(TYP.)9(TYP.)9(TYP.)9(TYP.)9(TYP.)9(TYP.)999(TYP.)999999999HP10100 CFMTYP.510"ø14"øEAV316"ø14"ø780 CFM500 CFM45 CFM695 CFM108"ø165CS-1TYP.312x12105CS-68x88"ø8"ø8"ø500CR-120x206"ø100CE-310x1012"ø700CR-120x20650CR-2TYP.220x2010"ø25ST6ST548"x18"48"x18"42"x16"36"x16"36"x16"24"x14"36"x16"24"x14"20"x12"42"x16"36"x16"14"x14"14"x14"54"x54"48"x18"48"x18"42"x38"225CFMTYP.5150CFM150CFM12"ø14"øSAV3SAV2695 CFMST412"x12"12"x12"151210"ø10"ø10"ø13345CS-4TYP.424x246"øFPH511220CFM248"ø8"x8"618"x18"7250CS-1TYP.212x12200CS-112x1250CS-110x1010"x8"12"x8"10"ø6"ø100CS-110x10250CS-112x121414141414141451410"ø290CE-112x12100CE-112x1210"ø6"ø2410"ø10"ø350CS-1TYP.212x12260CS-110x10375CS-112x1210"ø375CS-114x1410"ø9130CFMTYP.5FIRE TRAININGOFFICER272160CFMTYP.2100CFM88CFMTYP.2150CFMTYP.2150CFMTYP.2120CFMTYP.4999125CFMTYP.2140CFMTYP.6140CFMTYP.4114CFMTYP.5220CS-1TYP.210x1010"ø12"ø10"ø150CFMTYP.3130CFMTYP.6100CFM180CFMTYP.2999188CFMTYP.2188CFMTYP.2185CFMTYP.2185CFMTYP.2HALLWAY262430CFM215CFMHALLWAY266HALLWAY265145CFM14"x14"HALLWAY2673M3014M3013"ø171717181938"x18"36"x12"191912"x12"19(TYP.3)12"x12"18"x18" (1"L)10"ø10"ø12"ø10"ø12"ø10"ø10"ø14"ø24"x18" (1"L)14"øCONFERENCEROOM2452012"øEF-2410"øEF-3EF-13EF-257218"øVBH80375CS-114x1410"øCAP285CS-114x14285CFMTYP.62210"x10"12"x10"16"x10"24"x10"8"x10"8"ø24"x8"24"x8"8"ø8"ø142M2101,2,3,4M20918"ø (1"L)14"ø6"ø14"ø14"ø32"x18" (2"L)32"x18" (1"L)12"ø10"ø8"ø8"ø200CR-1TYP.212x128"ø8"ø10"ø34"x18" (1"L)GR-1600CR-120x2010"x10"10"x10"12"x10"524EF-12416"x12"10"x6"10"x6"12"x8"16"x8"10"x6"12"ø10"ø24EF-8GI-3231919(E)(E)(E)(E)FEF-1DOAS-1500LEG-11.5"x9FTEF-1416"x10"16"x10"26GI-2EF-23145CFMEF-22EF-2090CS-6TYP.28x8120CS-110x10120CR-110x1024EF-12EF-21GI-4EF-19EF-224EF-1523FEF-1627DOAS-1282912"x12"1110"ø10"ø10"ø13"ø10"ø12"ø7"ø10"ø10"ø12"ø9"ø10"ø60"x18"10"ø8"ø8"ø8"ø8"ø7"ø8"ø8"x6"12"x6"6"x6"8"ø8"ø7"ø7"ø8"ø7"ø8"ø8"ø10"ø8"ø8"ø7"ø8"ø7"ø9"ø9"ø7"ø9"ø14"ø10"ø9"ø8"ø7"ø10"ø10"ø7"ø8"ø14"x8"(E)8"x6"12"x8"(E)215CFM(E)8"ø13"ø8"ø8"ø8"ø8"ø(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)3010"ø10"ø313131313131252525370CR-120x2025(TYP.)9(TYP.)9(TYP.)32SDSD32SD32SD321610"ø10"ø10"ø10"ø300CS-1TYP.412x1214"ø14"ø600CR-1TYP.220x206"ø6"øVBH7510"ø10"øVBH68AVBH68BVBH68C14"ø10"ø10"ø14"ø10"ø10"ø25258"ø8"ø16FC2FC11FC3331316133434OPEN TO BELOWGR-2AC-101. FACTORY MADE FLEXIBLE AIR DUCTS AND CONNECTORS SHALL NOT BE MORE THAN 5 FEET IN LENGTH . REFER TO DETAIL 2 AND 12 ON SHEET M801.2. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.3. RETURN PLENUM:THIS BUILDING USES THE CEILING PLENUM FOR RETURN. IT IS CRITICAL TO OPERATION OF THE HVAC SYSTEM THAT THE RETURN PATH IS CONTINUOUS AND FREE OF OBSTRUCTION BETWEEN TENANT ZONES AND THE RETURN DUCT.3.1. EXTERIOR OPENINGS SHALL BE SEALED.3.2. INTERIOR FULL HEIGHT WALLS REQUIRE TRANSFER OPENINGS.3.3. HALLWAYS SHALL BE TUNNEL CONSTRUCTION.3.4. EXHAUST SYSTEMS SHALL NOT HAVE POSITIVE PRESSURE DUCT WITHIN THE PLENUM. FANS SHALL BE EXTERIOR TO THE BUILDING.3.5. WIRE NOT IN CONDUIT SHALL BE PLENUM RATED.3.6. ACCESSORIES SUCH AS CONTROLS, TRANSFORMERS, CONDENSATE PUMPS, INSULATION, ETC. SHALL BE PLENUM RATED.4. DUCT CONSTRUCTION4.1. PROVIDE MANUAL VOLUME DAMPER ON EACH BRANCH DUCT TO A SUPPLY OUTLET. DAMPERS OVER GYPBOARD CEILINGS SHALL BE ELECTRIC MOTOR OPERATED WITH HAND HELD CONTROLLER. REFER TO DETAIL 12 / M803.4.2. ROUND DUCT TAPS TO RECTANGULAR MAINS SHALL BE CONICAL TAPS OR "Y" FITTING. STRAIGHT TAPS ARE NOT ALLOWED. WHEN CONICAL DIAMETER IS GREATER THAN MAIN DUCT I.D., TRANSITION TO EQUIVALENT RECTANGULAR DUCT AND CONNECT WITH 45 DEGREE ENTRY4.3. ROUND DUCT TAPS TO ROUND MAINS SHALL BE "Y" FITTINGS4.4. RECTANGULAR DUCT SQUARE ELBOWS SHALL HAVE TURNING VANES. RADIUS ELBOWS SHALL BE:R/D>=1 FOR LOW PRESSURER/D>= 1.5 FOR MEDIUM PRESSURE4.5. ROUND DUCT ELBOWS SHALL BE:LOW PRESSURE: R/D=1MEDIUM PRESSURE: 5 GORE R/D=1.05. FOR BRANCH DUCTWORK CONNECTION, REFER TO DRAWING DETAIL 7 / M804 FOR TYPICAL DETAILS.6. AIR DISTRIBUTION GENERAL: SUBMIT FINISH AND FRAME STYLES TO ARCHITECT FORREVIEW. REFER TO SCHEDULE FOR MODEL TYPES.7. FOR PHASE AREAS, SEE ARCHITECTURAL SHEETS G007, G008, G009 AND G010.NEW WALLS -6" ABOVE CEILINGEXISTING WALL TO REMAINNEW WALLS -TO UNDERSIDE OF DECK1-HR FIRE RATED WALL2-HR FIRE RATED WALL3-HR FIRE RATED WALL4-HR FIRE RATED WALLWALL LEGENDSCALE: 1/8" = 1'-0" REF: M301M2051PROPOSED FLOOR PLAN - LEVEL 2CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"M205PROPOSED FLOOR PLAN -LEVEL 2CARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.210'4'8'16'32'NSCALE: 1/8" = 1'-0" (1:96)GENERAL NOTESKEYNOTESGENERAL NOTESKEYNOTESACOUSTIC LINED DUCT FOR RETURN WITH (1) ELBOW MIN.LINED SUPPLY AND RETURN AIR DUCTS UP TO AC-7 ON ROOF.LINED SUPPLY AND RETURN AIR DUCTS UP TO AC-8 ON ROOF.LINED SUPPLY AND RETURN AIR DUCTS UP TO AC-9 ON ROOF.OSA DUCT UP THRU ROOF TO INTAKE HOOD. SEE SHEET M206 FOR CONTINUATION.EXHAUST DUCT UP THRU ROOF TO EF. SEE SHEET M206 FOR CONTINUATION. EXHAUST DUCT FROM LEVEL-1. SEE SHEET M204 FOR CONTINUATION.(E) 48"x18" DUCT OPEN TO CEILING PLENUM.ADJUST (E) GRILLES, DIFFUSERS, EXHAUST GRILLES TO FIT THE NEW CEILING.OUTSIDE AIR INTAKE LOUVER. FREE AREA 0.5 SQ. FT.(E) OSA DUCT UP THRU ROOF TO (E) INTAKE HOOD. EXHAUST DUCT DOWN AND CONNECT TO FLAMMABLE STORAGE CABINET.EXPLOSION PROOF EXHAUST BLOWER AND MOTOR AND HOSE PROVIDED BY FLAMMABLE CABINET MANUFACTURER AND INSTALL BY MECHANICAL CONTRACTOR PER MANUFACTURER'S GUIDELINES. ELECTRICAL TO PROVIDE POWER . BLOWER MODEL CINCINNATI SPB-9, 115/208-230 V , 1 PHASE, 1/2 HP. WEIGHT 48 LBS.FILTER BOX WITH MERV 13 FILTERS.PROVIDE COMBINATION SMOKE / FIRE DAMPER. SEE DETAIL 7 / M801.EXHAUST DUCT FROM FLAMMABLE STORAGE CABINET, UP THROUGH ROOF AND TERMINATE AT GOOSENECK FITTING.MINIMUM SERVICE CLEARANCE. FUME SYSTEM EXHAUST DUCT SHALL BE WELDED S.S. GRADE 316.INSULATED SUPPLY DUCT TO DRYING ROOM 184.(E) TRANSFER AIR DUCT.LINED SUPPLY AND RETURN AIR DUCTS UP TO AC-10 ON ROOF.EXHAUST DUCT UP THRU ROOF. SEE SHEET M206 FOR CONTINUATION. RETURN AIR OPENING. PROVIDE WIRE MESH.PROVIDE DEMAND CONTROL VENTILATION CONTROLS COMPLETE WITH CO2 SENSOR.(E) EXHAUST DUCT UP THRU ROOF. SEE SHEET M206 FOR CONTINUATION. PROVIDE CEILING MOUNTED RETURN GRILLE WITH BOOT. SEE DETAIL 3 / M801.PROVIDE OFFSET.SUPPLY DUCT UP THRU ROOF. SEE SHEET M206 FOR CONTINUATION. (E) 54x54 DUCT UP THROUGH ROOF TO RELIEF HOOD.(E) 42x38 DUCT UP THROUGH ROOF TO RELIEF HOOD.CONNECT EXHAUST DUCT TO HOOD ABOVE RANGE WITH BUILT IN EXHAUST (450 CFM MAX).PROVIDE DUCT MOUNTED SECURITY BARRIER SIMILAR TO TITUS SG-BG.PROVIDE DUCT SMOKE DETECTOR IN MAIN SUPPLY DUCT. PROVIDE AUTOMATIC SHUTOFF UPON DETECTION OF SMOKE IN THE MAIN SUPPLY AIR DUCT PER CMC 608.1 .WALL GRILLE WILL OPERATE WITH TWO POSITION WALL SWITCH. LOW FLOW 210 CFM (MIN.VENTILATION). HIGH FLOW 500 CFM. SEE CONTROL DETAIL 5 / M826 .PROVIDE NEW HOT WATER REHEAT COIL TO SAV. SEE SCHEDULE ON SHEET M003 .1234567891011121314151617181920212223242525262728293031321 04.14.21 CONSTRUCTION CHANGE 0133341111111111 TFDFDFDFDFDFDFDFDTTTTTFDCO2CO2CO210111213GHJ1516KL14EMERGENCYOPERATINGCENTER (E.O.C.)E183MEETING ROOME184MEETING ROOME185STORAGEE182HALLWAYE181OFFICEE180MENE179HALLWAYE176ELECT.E188AV EQUIP.E186CUST.E187LOBBYE175WOMENE178VEST.E177HALLWAYE172MENE173WOMENE174RECORDSSUPERVISOR110RECORDS109LOBBY101270CS-112x121MATCHLINE(EF-9)2GI / -31(EF-10A)(EF-10)(TYP.)(TYP.)(TYP.)DLDL4AC-24AC-34AC-44AC-1558998(TYP.)8(TYP.)8(TYP.)55(E)10101010111111121212911990CFM90CFM300CFM300CFM400CFM300CFM120CFM100CFM120CFM260CFM260CFM400CFM6110"ø10"ø10"ø9400CFMTYP.6400CFMTYP.6400CFMTYP.6(E)(E)(E)(E)(E)(E)SD13SD13SD13180LSG-1TYP.21.5"x48"160LSG-11.5"x48"180LSG-11.5"x48"/1M204/1M20414147755552400CFM2400CFM2400CFM22"x10"22"x8"7"ø6"ø12"x8"12"ø8"ø6"ø16"x8"1514151415(E)(E)26"x10"26"x10"26"x10"30"x10"30"x10"30"x10"24"x12"36"x12"36"x12"24"x12"CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"M205.1FLOOR PLAN -EOC WINGCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21SCALE: 1/8" = 1'-0" REF: M301M205.11PROPOSED FLOOR PLAN - EOC WINGGENERAL NOTESKEYNOTESGENERAL NOTESKEYNOTES12345789101112(E) EXHAUST AIR DUCT UP THRU ROOF.(E) COMBUSTION AIR DUCTS UP THRU ROOF.(E) FLUE VENT TO REMAIN.(N) LINED SUPPLY AIR DUCT AND RETURN AIR DUCT UP THRU ROOF TO AC UNIT. PROVIDE TRANSITION AS REQUIRED. ADJUST (E) GRILLES, DIFFUSERS, EXHAUST GRILLES TO FIT THE CEILING AFFECTED BY THE STRUCTURAL RETROFIT (TYPICAL).PROVIDE CEILING MOUNTED RETURN GRILLE WITH BOOT. SEE DETAIL 3 / M801.CAP (E) TRANSFER DUCT AND SEAL AIR TIGHT.(E) EQUIPMENT, DUCT, DIFFUSER / GRILLE TO REMAIN.(E) WALL OPENING.PROVIDE (N) 1 HR ENCLOSURE.(N) RETURN LINEAR DIFFUSER.(N) SUPPLY LINEAR DIFFUSER.PROVIDE DUCT SMOKE DETECTOR IN MAIN SUPPLY DUCT. PROVIDE AUTOMATIC SHUTOFF UPON DETECTION OF SMOKE PER CMC 608.1.PROVIDE NEW PROGRAMMABLE THERMOSTAT , TRANE MODEL BAYSENS924A.PROVIDE DEMAND CONTROL VENTILATION CONTROLS COMPLETE WITH CO2 SENSORS.613141 04.14.21 CONSTRUCTION CHANGE 01151 123456789101112133.1AABBCCDDEEFFGGHHAAAAEF14EF8EF12AC8HP51GI-133232GI-333EF15EF3EF2EF1EF19EF20HP8EF21EF22EF23EF24EF25GR1C1C2HP96(TYP.)6(TYP.)7976(TYP.)AC9AC7DOAS114"ø12"x12"12"x12"12"x12"22"x22"FEF155555555HP7HP61916"ø10(TYP.)10(TYP.)10(TYP.)1010(TYP.)(TYP.)108GI2GI31111GI112EF13318131414151515AC101514161616166(TYP.)212121212166201717SKYLIGHTSKYLIGHTSKYLIGHT11224412ROOF HATCHGR220SD23HP111521SCALE: 1/8" = 1'-0" REF: M301M2061PROPOSED ROOF PLANCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"M206PROPOSED ROOF PLANCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.210'4'8'16'32'NSCALE: 1/8" = 1'-0" (1:96)KEYNOTESKEYNOTES(E) RELIEF HOOD TO REMAIN.(E) GRAVITY VENT TO REMAIN.PROVIDE (N) EXHAUST FAN AND (N) ROOF CURB. REUSE (E) ROOF OPENING.INSULATE SUPPLY AIR DUCT WITH FOIL FACED RIGID INSULATION (R8 MINIMUM).PROVIDE (N) EXHAUST FAN AND (N) ROOF CURB. PROVIDE (N) ROOF OPENING.NO FORCED OUTSIDE AIR INTAKE WITHIN 10'-0" OF EXHAUST DISCHARGE LOCATION (TYP).(E) ELECTRICAL EQUIPMENT TO REMAIN.EXISTING FUJITSU CONDENSING UNITS TO REMAIN AND BE PROPERLY REANCHORED TO ROOF. SEE STRUCTURAL DRAWINGS FOR ANCHORAGE DETAILS.(E) ANTENNA EQUIPMENT TO REMAIN.SOLAR PANEL . SEE ELECTRICAL DRAWINGS FOR DETAIL.PROVIDE (N) INTAKE HOOD AND (N) ROOF CURB. PROVIDE (N) ROOF OPENING. SEE SCHEDULE ON SHEET M003. PROVIDE 42" GUARDRAIL ON SIDE OF EQUIPMENT WITHIN 10'-0" OF ROOF EDGE. REFER TO ARCHITECTURAL PLANS FOR ADDITIONAL INFORMATION.EXHAUST DUCT FROM LEVEL 2 AND TERMINATE AT GOOSENECK FITTING.FUME SYSTEM EXHAUST DUCT SHALL BE WELDED S.S. GRADE 316.REFRIGERANT PIPE DOWN TO LEVEL 2. SEE SHEET M213 FOR CONTINUATION.(N) AC UNIT ON (N) ROOF CURB. SEE MOUNTING DETAILS ON 6 / M802, 7 / M802 .(N) CONDENSER UNIT ON ROOF. SEE MOUNTING DETAIL ON 10 / M802 .(N) DOAS UNIT ON (N) ROOF CURB. SEE MOUNTING DETAIL ON 11 / M803 .(N) FUME HOOD EXHAUST FAN ON ROOF. SEE MOUNTING DETAIL ON 1 / M804 .(N) GRAVITY RELIEF HOOD ON (N) ROOF CURB. PROVIDE (N) ROOF OPENING.(N) OUTDOOR HEAT PUMP UNIT ON (N) PLATFORM. SEE MOUNTING DETAIL ON 3 / M802 .PROVIDE FLEXIBLE DUCT CONNECTION.PROVIDE DUCT SMOKE DETECTOR IN MAIN SUPPLY DUCT. PROVIDE AUTOMATICE SHUTOFF UPON DETECTION OF SMOKE IN THE MAIN SUPPLY AIR DUCT PER CMC 608.112345678910GENERAL NOTESGENERAL NOTES1. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.111213141516171819202122231 04.14.21 CONSTRUCTION CHANGE 011111111 10111213HJ1516KL14AC1AC2AC3AC4EF9EF10AEF10GI-11122234ROOF HATCH55556CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"M206.1ROOF PLAN -EOC WINGCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21SCALE: 1/8" = 1'-0" REF: M301M206.11PROPOSED ROOF PLAN EOC WINGKEYNOTESKEYNOTES1234GENERAL NOTESGENERAL NOTES1. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.(N) AC UNIT AND FACTORY CURB. SEE SCHEDULE ON SHEET M003.(E) EXHAUST FAN TO REMAIN.(E) GRAVITY INTAKE TO REMAIN.(E) FLUE VENT.FRESH AIR INTAKE SHALL BE MINIMUM 10 FT AWAY FROM ALL EXHAUST OUTLETS, PLUMBING VENTS AND FLUES.(E) AC UNIT. RE-INSTALL ON (N) FACTORY CURB. PROVIDE NEW FACTORY CURB AND NEW OUTSIDE AIR INTAKE HOOD. SEE SCHEDULE ON SHEET M003.1 04.14.21 CONSTRUCTION CHANGE 01561 B12" HHWR4" CHWS4" CHWRCH113329455674" CHWS4" CHWR842" HHWS1011PODPOD12TYP.12TYP.PODPOD1313SEE SHEET M100 FOR CONTINUATION2" HHWR4" CHWR4" CHWSCH1123P1P2P445679910AS2AS18ET2ET1114" CHWR4" CHWS2"HHWS121315P3B11414CPF1CPF24" CHWS4" CHWR151516SEE SHEET M100 FOR CONTINUATION0'2'4'8'16'NSCALE: 1/4" = 1'-0" (1:48)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/4" = 1'-0"M207BOILER ROOM PLANSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211/4" = 1'-0"1BOILER ROOM DEMOLITION PLANGENERAL NOTESGENERAL NOTESDEMOLITION PLAN KEYNOTESREMOVE (E) BOILER.REMOVE (E) FLUE U.T.R.REMOVE (E) CHW PUMP.REMOVE (E) EXPANSION TANK.REMOVE (E) CHEMICAL FEEDER.(E) FLOOR SINK TO REMAIN.REMOVE (E) HHW PUMP.BASE BID : (E) CHILLER TO REMAIN .ALTERNATE BID : REMOVE (E) CHILLER.(E) (2) COMBUSTION AIR LOUVERS TO REMAIN. HI AND LOW.(E) MCC (MOTOR CONTROL CENTER) TO REMAIN.(E) PIPING, SENSORS, GAUGES AND OTHER PIPING APPURTENANCES TO BE REMOVED AND REPLACED WITH NEW.REMOVE (E) CONCRETE PAD.121/4" = 1'-0"2BOILER ROOM PROPOSED PLANPROPOSED PLAN KEYNOTESNEW BOILER IN SAME LOCATION AS EXISTING. PAD TO BE MODIFIED / REPAIRED AS NEEDED. SEE SCHEDULE ON SHEET M004 AND PIPING DIAGRAM 3/ M822.BASE BID: CLEAN CHILLER FINS. COAT FINS WITH CORROSION RESISTANT COATING. PROVIDE NEW THERMOMETERS AND PRESSURE GAUGES.ALTERNATE BID : NEW CHILLER. SEE SCHEDULE ON SHEET M004 AND DETAIL 7 / M805.NEW CHW PUMPS IN SAME LOCATION AS EXISTING. PAD TO BE MODIFIED / REPAIRED AS NEEDED. NEW HHW PUMPS IN SAME LOCATION AS EXISTING. PROVIDE NEW PAD. NEW 8" AL29.4C FLUE UP THROUGH ROOF. SEE DETAIL 9 / M807NEW EXPANSION TANK IN SAME LOCATION AS EXISTING.NEW CHW AIR SEPARATOR.NEW CHEMICAL FEEDERS IN SAME LOCATION.(E) MCC (MOTOR CONTROL CENTER) TO REMAIN.NEW HHW AIR SEPARATOR.(E) FLOOR SINK TO REMAIN.(E) (2) COMBUSTION AIR LOUVERS TO REMAIN. HI AND LOW.NEW PIPING AND PIPING APPURTENANCES.INSULATE CHILLED WATER / HEATING HOT WATER PIPING AND PUMP IN ITS ENTIRETY.REPAIR DAMAGED SLAB ON GRADE PER 16/S101.123456789345678910111. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.121013111214151 04.14.21 CONSTRUCTION CHANGE 0116131111 SDFSFSFSFSFSSDTFSFSFSFSFS3453.1CAH1ST1MECH EQUIP171HALLWAY191CRIME ANALYST141HALLWAY19360"x18"96"x18"60"x18"24"x6"52"x30"30"x10"124356(E) EAD UP(E) EAD UP36"x54"24"x6"MDMDMD98EADEAD1 1/2" HHWR1 1/2" HHWS4" CHWS4" CHWRRADRAD73453.1CDAH1MECH EQUIP171CRIME ANALYST141HALLWAY193HALLWAY193123HALLWAY191ST166(E) EAD UP(E) EAD UP36"x54"24"x6"MDMDMD410579760"x18"RAD60"x18"RAD777SD8111234563.1CDAH1MECH EQUIP171CRIME ANALYST141HALLWAY19396"x18"96"x18"60"x18"30"x10"36"x54"52"x30"16"x6"60"x18"24"x6"123396"x18"4667898ELEV. #2EL02ELEC. ROOM174HALLWAY191SADSADRADRADSAD1 1/2" HHWS1 1/2" HHWR(E) EAD UPEAD101413114" CHWS4" CHWR12MDMDMD(E)(E)(E)24"x6"(E) EAD UP53453.1CD34221ST1(E) EAD UP(E) EAD UP36"x54"24"x6"MDMDMD1567SD60"x18"60"x18"RADRADAH180'2'4'8'16'NSCALE: 1/4" = 1'-0" (1:48)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/4" = 1'-0"M208ENLARGED MECHANICAL ROOM -LEVEL1CARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21TEMPORARY HVAC PLAN KEYNOTESHOT TAP EXISTING CHW RISERS WITH TWO 4" FLEXIBLE CHW HOSES. INSTALL SHUT OFF VALVES AT HOT TAP CONNECTIONS. VALVED, HOT TAPS SHALL BE BY MECHANICAL CONTRACTOR.REMOVE EXISTING OUTSIDE AIR LOUVER.CUT OPEN TWO 36"x36" OPENINGS IN RETURN DUCTS TO RELIEVE BUILDING PRESSURE.TAP INTO BOTTOM OF SUPPLY MAIN IN CORRIDOR.INSTALL BLANK PLATE IN SUPPLY MAIN TO PREVENT AIRFLOW INTO PHASE I SPACE WHILE UNDER CONSTRUCTION.TEMPORARILY SUPPORT DUCT FROM WALL. PROVIDE WALL DUCT SUPPORTS EVERY 8'-0".TEMPORARY DUCT RISE UP TO BELOW CEILING IN LOBBY.SEE M211 FOR CONTINUATION.30" ROUND TEMPORARY SUPPLY DUCT. REMOVE AFTER COMPLETION OF CONSTRUCTION.EXISTING COIL REMOVAL CLEARANCE.EXISTING SUPPLY FAN SECTION.EXISTING RETURN FAN SECTION.EXISTING COOLING COIL SECTION.EXISTING OUTSIDE AIR.12INSTALL NEW SUPPLY FAN WALL PER DETAILS SHOWN ON MECHANICAL SHEET M-806.INSTALL NEW RETURN FAN WALL PER DETAILS SHOWN ON MECHANICAL SHEET M-806.INSTALL NEW, (4) SECTIONAL COOLING COIL INCLUDING NEW STAINLESS STEEL DRAIN PAN. PROVIDE NEW SHUT OFF VALVES, AUTOMATIC CONTROL VALVES, STRAINERS, AND BACKFLOW PREVENTER. PROVIDE THERMOMETERS AND PRESSURE GAGES ON ALL SUPPLY AND RETURN CONNECTIONS.INSTALL NEW OUTSIDE AIR DAMPER AND ACTUATOR.INSTALL NEW EXHAUST AIR DAMPER AND ACTUATOR.INSTALL NEW SUPPLY DUCTWORK AND SOUND TRAP. INSULATE SUPPLY DUCT AND SOUND TRAP IN THEIR ENTIRETY.INSTALL NEW COMBINATION FIRE SMOKE DAMPER. SEE DETAIL 7 / M801.INSTALL NEW SUPPLY AIR DUCT SMOKE DETECTOR.EXISTING COIL REMOVAL CLEARANCE.INSTALL NEW RETURN AIR DAMPER AND ACTUATOR.CLEAN EXISTING FILTER SECTION. REPAIR AS REQUIRED. PROVIDE NEW MERV 13 FILTERS.1231/4" = 1'-0"2DEMOLITION PLAN - MECHANICAL ROOM LEVEL 11/4" = 1'-0"3PROPOSED PLAN - MECHANICAL ROOM LEVEL 131/4" = 1'-0"1TEMPORARY HVAC PLAN - MECHANICAL ROOM LEVEL 1 - PHASE I1/4" = 1'-0"4FINAL PLAN - MECHANICAL ROOM LEVEL 1REMOVE EXISTING SUPPLY FAN FOR AH-1REMOVE EXISTING CHW COIL FOR AH-1REMOVE EXISTING RETURN FAN FOR AH-1REMOVE EXISTING OUTSIDE AIR ACTUATOR AND DAMPERREMOVE DISCONNECT SWITCHES AND VFD'S FOR FANS (SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION).REMOVE EXISTING SUPPLY DUCTWORK AND SOUND TRAP.REMOVE EXISTING SMOKE DETECTOR AND DAMPER.REMOVE EXISTING EXHAUST AIR ACTUATOR AND DAMPER.REMOVE EXISTING RETURN AIR ACTUATOR AND DAMPER.12345INSULATE ALL MAIN SUPPLY DUCTWORK AND SUPPLY SOUND TRAP IN IT'S ENTIRETY. SEE SPECIFICATIONS FOR MORE INFORMATION.SEAL TEMPORARY RETURN AIR OPENINGS IN THEIR ENTIRETY WITH SHEET METAL AND WATERPROOF, AIRTIGHT MASTIC SEALANT.RE-INSTALL OA LOUVER AFTER COMPLETION OF CONSTRUCTION.CHILLED WATER TAPS TO REMAIN UNTIL AHU WORK ON 2ND FLOOR IS COMPLETED.SUPPLY FAN WALL.COOLING COIL.RETURN AIR FAN WALL.FILTER SECTION WITH NEW MERV 13 FILTERS.1DEMOLITION PLAN KEYNOTESPROPOSED PLAN KEYNOTESFINAL HVAC PLAN KEYNOTES2344567896456NOTE: SEE SHEET M210 FOR PHASE II1. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.2. FOR PHASE AREAS, SEE ARCHITECTURAL SHEETS G007, G008, G009 AND G010.GENERAL NOTES1078789111213149105671 04.14.21 CONSTRUCTION CHANGE 0181111111 FSFSFSFSFSFSFSFSFSFSFSFSFSFS1234563.1CDMECHANICALEQUIP.221ALS ROOM224IN-PROCESSEVID./STOR.223JANITOR OFFICE222CORRIDOR263AH2AH324"x6"18"x8"16"x10"18"x8"48"x18"60"x18"60"x18"48"x18"42"x38"54"x54"36"x54"ST412334566789(E) EAD UP12"x12"(E) EAD UP24"x6"(E) EAD DN(E) EAD DNMDMDMD(E)(E)(E)10(E) EAD UP11121314FILTEREAD60"x18"SADSAD3453.1CDMECHANICALEQUIP.221CORRIDOR263JANITOR OFFICE222IN-PROCESSEVID./STOR.223CSI225ALS ROOM22448"x18"48"x18"AH3AH236"x54"124356(E) EAD DN.MDMDMDFILTER873453.1CDMECHANICALEQUIP.221CSI225ALS ROOM224IN-PROCESSEVID./STOR.223JANITOR OFFICE222CORRIDOR263AH2AH348"x18"60"x18"48"x18"123ST445667MDMDMD89SD3453.1CD214334ST4AH3AH2MDMDMD567FILTERSD80'2'4'8'16'NSCALE: 1/4" = 1'-0" (1:48)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/4" = 1'-0"M209ENLARGED MECHANICAL ROOM -LEVEL2CARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21TEMPORARY HVAC PLAN KEYNOTESRE-USE SAME VALVED, HOT TAP CONNECTIONS ON FIRST FLOOR.REMOVE EXISTING OUTSIDE AIR LOUVER.CUT OPEN TWO 36"x36" OPENINGS IN RETURN DUCTS TO RELIEVE BUILDING PRESSURE.TAP INTO BOTTOM OF SUPPLY MAIN IN CORRIDOR.INSTALL BLANK PLATE IN SUPPLY MAIN TO PREVENT AIRFLOW INTO PHASE I SPACE WHILE UNDER CONSTRUCTION.TEMPORARILY SUPPORT DUCT FROM WALL. PROVIDE WALL DUCT SUPPORTS EVERY 8'-0".TEMPORARY DUCT RISE UP ON SIDE OF BUILDING. TEMPORARILY MOUNT DUCT TO EXTERIOR OF BUILDINGSEE M211 FOR CONTINUATION.30" ROUND TEMPORARY SUPPLY DUCT. REMOVE AFTER COMPLETION AND CONSTRUCTION.EXISTING COIL REMOVAL CLEARANCE.EXISTING SUPPLY FAN SECTION.EXISTING RETURN FAN SECTION.EXISTING COOLING COIL SECTION.EXISTING OUTSIDE AIR.12INSTALL NEW SUPPLY FAN WALL PER DETAILS SHOWN ON MECHANICAL SHEET M-806.INSTALL NEW RETURN FAN WALL PER DETAILS SHOWN ON MECHANICAL SHEET M-806.INSTALL NEW, SECTIONAL COOLING COIL INCLUDING NEW STAINLESS STEEL DRAIN PAN. PROVIDE NEW SHUT OFF VALVES, AUTOMATIC CONTROL VALVES, STRAINERS, AND BACKFLOW PREVENTER. PROVIDE THERMOMETERS AND PRESSURE GAGES ON ALL SUPPLY AND RETURN CONNECTIONS.INSTALL NEW OUTSIDE AIR DAMPER AND ACTUATORINSTALL NEW EXHAUST AIR DAMPER AND ACTUATORINSTALL NEW SUPPLY DUCTWORK AND SOUND TRAP. INSULATE SUPPLY DUCT AND SOUND TRAP IN THEIR ENTIRETY.CONNECT CHILLED WATER SUPPLY AND RETURN TO AH-2 COOLING COIL. SEE DETAIL 9/ M805.INSTALL NEW RETURN AIR DAMPER AND ACTUATOR.CLEAN EXISTING FILTER SECTION. REPAIR AS REQUIRED. PROVIDE NEW MERV 13 FILTERS.1233REMOVE EXISTING SUPPLY FAN FOR AH-2REMOVE EXISTING CHW COIL FOR AH-2REMOVE EXISTING RETURN FAN FOR AH-2REMOVE OUTSIDE AIR ACTUATOR AND DAMPERREMOVE DISCONNECT SWITCH'S AND VFD'S FOR FANS (SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION).REMOVE EXISTING SUPPLY DUCTWORK AND SOUND TRAP.REMOVE EXISTING EXHAUST AIR ACTUATOR AND DAMPER.REMOVE EXISTING RETURN AIR ACTUATOR AND DAMPER.12345RE-INSTALL OA LOUVER AFTER COMPLETION OF CONSTRUCTION.DISCONNECT TEMPORARY CHW CONNECTION AND CAP.SEAL TEMPORARY RETURN AIR OPENINGS IN THEIR ENTIRETY WITH SHEET METAL AND WATERPROOF, AIRTIGHT MASTIC SEALANT.INSULATE ALL MAIN SUPPLY DUCTWORK AND SUPPLY SOUND TRAP IN IT'S ENTIRETY. SEE SPECIFICATIONS FOR MORE INFORMATION.SUPPLY FAN WALL.COOLING COIL.RETURN AIR FAN WALL.EXISTING FILTER SECTION WITH NEW MERV 13 FILTERS.1DEMOLITION PLAN KEYNOTESPROPOSED PLAN KEYNOTESFINAL HVAC PLAN KEYNOTES452341/4" = 1'-0"1TEMPORARY HVAC PLAN - MECHANICAL ROOM LEVEL 2 - PHASE I1/4" = 1'-0"2DEMOLITION PLAN - MECHANICAL ROOM LEVEL 21/4" = 1'-0"3PROPOSED PLAN - MECHANICAL ROOM LEVEL 21/4" = 1'-0"4FINAL PLAN - MECHANICAL ROOM LEVEL 267896456NOTE: SEE SHEET M210 FOR PHASE IIGENERAL NOTES1. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.2. FOR PHASE AREAS, SEE ARCHITECTURAL SHEETS G007, G008, G009 AND G010.781011121314DUCTWORK IS NOT SHOWN FOR CLARITY. SEE SHEET M202 FOR DUCT DEMOLITION IN THIS AREA.DUCTWORK IS NOT SHOWN FOR CLARITY. SEE SHEET M205 FOR DUCTWORK IN THIS AREA.785671 04.14.21 CONSTRUCTION CHANGE 019811111 SDT123456CDAH1MECH EQUIP171CRIME ANALYST141HALLWAY19396"x18"96"x18"60"x18"30"x10"36"x54"52"x30"60"x18"24"x6"196"x18"336455260"x18"946"x18"2VESTIBULEROOM199HALLWAY191EADSADSADSAD16"x12"SAD1010123456CDMECHANICALEQUIP.221ALS ROOM224IN-PROCESSEVID./STOR.223JANITOR OFFICE222CORRIDOR263AH2AH324"x6"18"x8"16"x10"18"x8"48"x18"60"x18"60"x18"48"x18"42"x38"54"x54"36"x54"ST41101017338562ELEV. #2EL02VEST.268EADSAD36"x16"42"x16"60"x18"SADSAD20'2'4'8'16'NSCALE: 1/4" = 1'-0" (1:48)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/4" = 1'-0"M210ENLARGED MECHANICAL ROOM -LEVEL1 & 2CARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21TEMPORARY HVAC PLAN KEYNOTESTAP INTO BOTTOM OF SUPPLY MAIN IN CORRIDOR.INSTALL BLANK PLATE IN SUPPLY MAIN TO PREVENT AIRFLOW INTO PHASE II SPACE WHILE UNDER CONSTRUCTION.TEMPORARILY SUPPORT DUCT FROM WALL. PROVIDE WALL DUCT SUPPORTS EVERY 8'-0".TEMPORARY DUCT RISE UP TO BELOW CEILING IN VESTIBULE ROOM 199 .SEE M211 FOR CONTINUATION.30" ROUND TEMPORARY SUPPLY DUCT.INSTALL BLANK PLATE IN SUPPLY MAIN TO PREVENT AIRFLOW BACK THROUGH AH-2.TEMPORARY DUCT RISE UP ON SIDE OF BUILDING. TEMPORARILY MOUNT DUCT TO EXTERIOR OF BUILDING.INSTALL BLANK PLATE IN SUPPLY MAIN TO PREVENT AIRFLOW BACK THROUGH AH-1.TWO 36"x36" OPENINGS IN RETURN DUCTS TO RELIEVE BUILDING PRESSURE.1234561/4" = 1'-0"1TEMPORARY HVAC PLAN - MECHANICAL ROOM LEVEL 1 - PHASE II1/4" = 1'-0"2TEMPORARY HVAC PLAN - MECHANICAL ROOM LEVEL 2 - PHASE II78GENERAL NOTES1. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.2. FOR PHASE AREAS, SEE ARCHITECTURAL SHEETS G007, G008, G009 AND G010.NOTE: SEE SHEET M208 FOR PHASE 1NOTE: SEE SHEET M209 FOR PHASE 191 04.14.21 CONSTRUCTION CHANGE 0110111 T11223344AABBCCDDTAC112344MECH EQUIP171ELEV. #2EL02VESTIBULEROOM199ELEV EQUIP172ELEC. ROOM174HALLWAY191560'2'4'8'16'NSCALE: 1/4" = 1'-0" (1:48)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/4" = 1'-0"M211TEMPORARY COOLING PLANCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211/4" = 1'-0"1TEMPORARY COOLING SITE PLANKEYNOTESKEYNOTESTEMPORARY PACKAGED AIR COOLED CHILLER AND AIR HANDLING UNIT. SEE SCHEDULE ON M004.30" DIA FLEXIBLE SUPPLY AIR DUCT.4" DIA FLEXIBLE CHILLED WATER HOSE. TEMPORARY POWER FROM TEMPORARY TRANSFORMER. SEE ELECTRIC PLANS FOR ADDITIONAL INFORMATION AND DETAILS.FOR CONTINUATION OF FLEXIBLE DUCT, SEE M208, M209, M210.FOR CONTINUATION OF FLEXIBLE PIPING, SEE M208, M209, M210.123456 123456789101112133.1ABCDEFGHAAVB12FPH6FPH1VB7VBH22VBH20VBH19VBH18VBH17VBH16VBH13VB15VBH6VB67VB31VBH27VB28FPH3VBH2VBH1VBH3VB9VB8VBH5VBH32VB26VB10FP2VB29VBH24VB25VB30VB21EF5VBH71AH1VBH70VBH69FC10FC8VBH731 1/4" HHWS1 1/2" HHWR3/4" HHWS3/4" HHWRVBH74CRAC1CRAC2VBH79VBH78VBH72VBH77VBH761 1/2" HHWS1 1/4" HHWS1 1/4" HHWS1" HHWS3/4" HHWS1 1/2" HHWR3/4" HHWR3/4" HHWS1 1/2" HHWS3/4" HHWR1" HHWR1 1/4" HHWS1 1/4" HHWR1 1/4" HHWR1 1/4" HHWS3/4" HHWS3/4" HHWR3/4" HHWS3/4" HHWR1 1/4" HHWS1 1/2" HHWR1 1/2" HHWR3/4" HHWS1 1/2" HHWR3/4" HHWS1 1/2" HHWR1 1/2" HHWR4" CHWR4" CHWSU/G PIPES. SEE SHEET M100 FOR CONT.1 1/2" HHWS1" HHWR1 1/4" HHWS1 1/2" HHWR1 1/4" HHWS3/4" HHWR3/4" HHWS(E) 3" CHWS&R(E) 1-1/2" HHWS&R UP TO LEVEL-22" HHWS2" HHWR4" CHWR4" CHWSPROPERTY &EVIDENCE159WOMEN'SLOCKERS169STORAGE182MECH EQUIP171ELEV EQUIP172ELEC. ROOM174PHYSICALFITNESS161MEN'S163MEN'S LOCKERS164VEST166TRAFFICSUPERVISOR108HALLWAYE172MENE173WOMENE174SALLY PORT181EVIDENCE157NARCOTICS158HOMLESSOUTREACH155DISPATCHCENTER144MASTER MPOE /MDF ROOM143COMMSUPERVISOR145CRIME ANALYST141WOMEN148MEN149BATTERYCHARGING/SHOTGUNSTORAGE126COFFEE123REAR ENTRY122DRY CLEANING125TRAFFIC116ELEV EQUIP175ELEV. #1EL01METER ROOM173VESTIBULE167VESTIBULE162VESTIBULEROOM199RECORDSSUPERVISOR110EVIDENCELOCKERS194STAIR #1ST01ELEV. #2EL02WOMEN'S168CST151OFFICE154PUBLICCOUNTER104WATCHCOMMANDER133LOBBY101BRIEFING121TRAFFIC OFFICE114TRAFFIC OFFICE115PATROLSERGEANT111MEETING ROOM112RECORDS109LOUNGE146ELECT.142HALLWAY192WOMEN'SSHOWERS170MEN'SSHOWERS165HALLWAY191HALLWAY193HALLWAY195HALLWAY196OFFICE152DRYING ROOM184STORAGE185MEETING106HALLWAY103CRIME LIVESCAN107PUBLIC INQUIRY105BAG TAG156WATCH COMMOFFICE134STAIR #2ST02INTERVIEW160HALLWAY197INTERVIEWROOM183CST OFFICE153TRAFFIC OFFICE113ATRIUM /REPORTWRITING131HALLWAY147AV ROOM124IDF ROOM 1132HALLWAY198N.I.C.3/4" HHWS3/4" HHWR113/4" HHWR3/4" HHWS3/4" HHWR3/4" HHWS11113/4" HHWS3/4" HHWR113/4" HHWS13/4" HHWS3/4" HHWR12FC62FC7321423/4" HHWS3/4" HHWR3/4" HHWS3/4" HHWS3/4" HHWR3/4" HHWS45VBHDR13/4" HHWR3/4" HHWSVBH413/4" HHWR3/4" HHWS(E)(E)(E)(E)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"M212PIPING PLAN LEVEL-1CARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21SCALE: 1/8" = 1'-0" REF: M301M2121PIPING PLAN - LEVEL 11KEYNOTESGENERAL NOTESCONNECT HEATING HOT WATER SUPPLY AND RETURN TO VBH. SEE DETAIL 6 / M801.REFRIGERANT PIPE TO LEVEL 2. SIZE PER MANUFACTURER'S RECOMMENDATION. SEE SHEET M213 FOR CONTINUATION.REFRIGERANT PIPE TO LOW ROOF. SIZE PER MANUFACTURER'S RECOMMENDATION. SEE SHEET M213 FOR CONTINUATION.CONNECT CHILLED WATER PIPES TO NEW COIL. SEE DETAIL 8 / M805.CONNECT HEATING HOT WATER SUPPLY AND RETURN TO NEW REHEAT COIL (FP-2). SEE EQUIPMENT SCHEDULE ON SHEET M003 FOR COIL DETAIL. SEE 6 / M801 FOR CONNECTION DETAIL.231. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.2. FOR PHASE AREAS, SEE ARCHITECTURAL SHEETS G007, G008, G009 AND G010.451 04.14.21 CONSTRUCTION CHANGE 011 FDFDFDPFT 123456789101112133.1ABCDEFGHAAFC1FC5VBH44VBH43VBH42VBH46VBH47VBH45VBH49VBH50VBH53VBH52VBH58VBH59VBH60VBH61VBH64VBH65VBH39VBH37VBH38VBH41VBH40VBH66FC4VBH33VBH34VBH35VBH68VBH36FPH5AH2AH3EAV2SAV3EAV4EAV3VBH48FC91 1/2" HHWS1 1/2" HHWR1 1/2" HHWS3/4" HHWR3/4" HHWR1 1/2" HHWS1 1/2" HHWS1" HHWR1" HHWR1 1/2" HHWS1" HHWR1 1/2" HHWS3/4" HHWR1 1/2" HHWS3/4" HHWS3/4" HHWR1 1/2" HHWS1 1/4" HHWR1 1/4" HHWR1 1/2" HHWS3/4" HHWR3/4" HHWS1 1/4" HHWS1 1/4" HHWR1 1/2" HHWR1 1/4" HHWS1 1/2" HHWR1 1/4" HHWS1 1/4" HHWS1" HHWS1 1/2" HHWR3/4" HHWS3/4" HHWR3/4" HHWS3/4" HHWR3/4"3/4"1 1/2" HHWR1" HHWS3/4" HHWS1 1/2" HHWR(E) 3" CHWS&R(E) 1-1/2" HHWS&R FROM LEVEL-13" CHWR3" CHWR1 1/2" CHWR1 1/2" CHWS1" CHWR1" CHWS3/4" CHWS3/4" CHWR3/4"3/4"CAPCAPCAPCAPSAV2HP10TRAININGCOORDINATOR'SOFFICE252TECH SERVICECAPTAIN255LIEUT.256FIELD SERVICECAPT.257ADMIN ASSIST.258SECRETARY291POLICE CHIEF289CONFERENCE288FIRE CHIEF283FIRE DIV. CHEIF281FIRE ANALYST277EMS MGR276EMPTY275CRIME OFVIOLENCE210OFFICE209MAILROOM214INTERVIEW213INTERVIEW212JUVENILESERVICESSERGEANT211EOC DIRECTOR271SGT. OFFICE204OFFICE206ELEC. ROOM207VICE /NARCOTICS202MECHANICALEQUIP.221IN-PROCESSEVID./STOR.223JANITOR233MEN232WORKROOM /IDF ROOM237WOMEN235WOMEN285SECRETARY282CLOSET290COFFEE286STOR.287CLOSET284FIRE ADMIN280CLERICAL278STORAGE274STORAGE279FIRE TRAININGOFFICER272WORK REPRO294MEN292ELEV. #1EL01STAIR #1ST01ELEV. #2EL02CSI225HALLWAY273HALLWAY215VEST.268HALLWAY264RES. ASSIST.240CONFERENCEROOM245SGT. OFFICE205OFFICE254CLEAN OFFICE251IT OFFICE238IT MEETING239HALLWAY262ADMIN CSO241ALS ROOM224HALLWAY293LOUNGE244OFFICE253CLERICAL POOL261OFFICE208STAIR #2ST02ROOF TERRACE246STORAGE242JANITOR243INVESTIGATIVESERVICES201OFFICE260INTERVIEW203JANITOR OFFICE222VEST.234VEST.231IDF ROOM 2259CORRIDOR263HALLWAY265HALLWAY266HALLWAY267HALLWAY269321VBH55VBH5711CAP1CAPVBH54VBH51VBH56VBH631CAP13/4" HHWS2323332142333/4" HHWS3/4" HHWR45FC2FC3FC3AVBH75VBH68A39910104413/4" HHWS3/4" HHWR3/4" HHWS3/4" HHWRVBH801111CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"M213PIPING PLAN LEVEL-2CARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21SCALE: 1/8" = 1'-0" REF: M301M2131PIPING PLAN - LEVEL 21DEMO AND REMOVE EXISTING HEATING WATER BRANCH PIPE TO VBH. CAP AT MAIN PIPES.DEMO AND REMOVE EXISTING HEATING WATER BRANCH PIPE TO FC UNIT. CAP AT MAIN PIPES.DEMO AND REMOVE EXISTING CHILLED WATER BRANCH PIPE TO FC UNIT. CAP AT MAIN PIPES.DEMO AND REMOVE EXISTING PIPES NOT IS USE. CAP AT MAIN PIPES.123DEMOLITION KEYNOTESKEYNOTESGENERAL NOTESCONNECT HEATING HOT WATER SUPPLY AND RETURN TO VBH. SEE DETAIL 6 / M801.REFRIGERANT PIPES FROM LEVEL 1. SIZE PER MANUFACTURER'S RECOMMENDATION. SEE SHEET M212 FOR CONTINUATION.REFRIGERANT PIPES UP TO ROOF. SIZE PER MANUFACTURER'S RECOMMENDATION. SEE SHEET M206 FOR CONTINUATION.EXISTING HEATING WATER AND CHILLED WATER PIPES TO AH-3.CONNECT CHILLED WATER PIPES TO NEW COIL. SEE DETAIL 9 / M805.PROVIDE HEATING HOT WATER SUPPLY AND RETURN AND CHILLED WATER SUPPLY AND RETURN TO NEW FAN COIL UNIT. CONNECT HEATING HOT WATER SUPPLY AND RETURN TO FC UNIT. SEE SIM. DETAIL 6 / M801.CONNECT CHILLED WATER SUPPLY AND RETURN TO FC UNIT. SEE SIM. DETAIL 9 / M805.CONNECT HEATING HOT WATER SUPPLY AND RETURN TO NEW RE-HEAT COIL (SAV-2 & SAV-3). SEE EQUIPMENT SCHEDULE ON SHEET M003 FOR COIL DETAIL. SEE 6 / M801 FOR CONNECTION DETAIL.231. PATCH AND REPAIR ALL UN-USED OPENINGS TO MATCH ADJACENT CONSTRUCTION.2. FOR PHASE AREAS, SEE ARCHITECTURAL SHEETS G007, G008, G009 AND G010.451 04.14.21 CONSTRUCTION CHANGE 0189104111 Level 10' -0"Level 213' -6"451M301316 S.S. EA10"ø10"øSTORAGE182INTERVIEW ROOM183DRYING ROOM184STORAGE185ROOF TERRACE246B.O. CEILING9' -0"316 S.S. EALevel 10' -0"45B.O. CEILING9' -0"HP10BDDBDDBIOLOGICAL DRYING CABINETBIOLOGICAL DRYING CABINET228"ø10"ø10"ø10"ø12"x12"1175CE-312x12Level 10' -0"Level 213' -6"AA2M30112"x5"DRYING ROOM184B.O. CEILING9' -0"12"x5"10"ø12"x12"250 CFMLINEAR EXHAUST GRILLE 6" ABOVE COUNTERBDD2(TYP.2)1(TYP.2)230LEG-11.5"x5FT10"ø12"x12"EAD10"øRAD12"øSADBIOLOGICAL DRYING CABINETBASE CABINETSWALL CABINETSFLAMMABLE STORAGE CABINETLevel 213' -6"Roof Level27' -0"Top Parapet30' -0"AB4M301EAV3FEF1FUME HOOD14"ø14"ø14"ø16"ø3"ø6"ø4"ø12"ø12"ø345CS-424x24(TYP.4)SIDE GRILLE EXHAUST7"x4"7"x4"7"x4"7"x4"7"x4"6"ø12(TYP.5)3(TYP.2)Level 213' -6"Roof Level27' -0"Top Parapet30' -0"343M301CSI2254"x7"SIDE GRILLE EXHAUST14"ø16"ø12"ø345CS-424x2414"øFUME HOOD12(TYP.5)CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:3/8" = 1'-0"M301SECTIONS & DETAILSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.213/8" = 1'-0"2DRYING ROOM 184 - SECTION 23/8" = 1'-0"1DRYING ROOM 184 - SECTION 1KEYNOTE:OUTSIDE AIR INTAKE LOUVER. FREE AREA 0.5 SQFT.CONNECT STAINLESS STEEL EXHAUST DUCT TO BIOLOGICAL DRYING CABINET.13/8" = 1'-0"3CSI 225- SECTION 13/8" = 1'-0"4CSI 225- SECTION 2KEYNOTE:CONNECT STAINLESS STEEL EXHAUST DUCT TO FUME HOOD.CONNECT STAINLESS STEEL EXHAUST DUCT TO SIDE WALL GRILLE.CONNECT STAINLESS STEEL EXHAUST DUCT TO FORENSIC CABINET.123SEE PLAN ON SHEET M205 .SEE PLAN ON SHEET M205 .KEYNOTE:CONNECT STAINLESS STEEL EXHAUST DUCT TO FUME HOOD.CONNECT STAINLESS STEEL EXHAUST DUCT TO SIDE WALL GRILLE.12SEE PLAN ON SHEET M204 .SEE PLAN ON SHEET M204 .2KEYNOTE:CONNECT STAINLESS STEEL EXHAUST DUCT TO SIDE WALL GRILLE.CONNECT STAINLESS STEEL EXHAUST DUCT TO BIOLOGICAL DRYING CABINET.121 04.14.21 CONSTRUCTION CHANGE 011111 REPRODUCED BY HILTI, INC. COURTESY OFUNDERWRITERS LABORATORIES, INC.DECEMBER 21, 2017CLASSIFIED BYUNDERWRITERSLABORATORIES, INC.TO UL 1479 AND CAN/ULC-S115RSTRUCTURALCCLASSIFIE D US2NO SCALEDIFFUSER AND GRILLE MOUNTING4NO SCALEPIPE PENETRATION THROUGH RATED WALL6NO SCALEVAV BOX REHEAT COIL CONNECTION DETAIL1NO SCALET'STATS, SENSORS AND SWITCHES ADA MOUNTINGACOUSTICAL FLEX DUCT5'-0" LENGTH MAXVOLUME DAMPERCEILINGSQUARE NECKCEILING DIFFUSERMETAL STRAP4" WIDE SHEET45^ATTACH TO DIFFUSER W/ #10 SMS12 GAGE 1-1/2" SHEET METAL STRAPPROVIDE 1/2" SLACK (TYP. 2)ROUND NECK12 GA WIRE2" WIDE x4" LONG x48" MAX.OUTLET OR SWITCH BOXBOTTOM OF15" MIN.SWITCH, OUTLET,CONTROL BOXTOP OF THERMOSTAT,48" MAX.20" MAX.UNOBSTRUCTED FORWARD REACHOBSTRUCTED HIGH FORWARD REACH (a)OBSTRUCTED HIGH FORWARD REACH (b)44" MAX.SWITCH, OUTLET,TOP OF THERMOSTAT,SWITCH, OUTLET,CONTROL BOXTOP OF THERMOSTAT,>10"-24" MAX.34" MAX.F.F.L.46" MAX.SWITCH, OUTLET,CONTROL BOXTOP OF THERMOSTAT,UNOBSTRUCTED SIDE REACH10" MAX.34" MAX.F.F.L.48" MAX.SWITCH, OUTLET,CONTROL BOXTOP OF THERMOSTAT,OBSTRUCTED HIGH SIDE REACH (a)OBSTRUCTED HIGH SIDE REACH (b)HILTI FIRESTOP SYSTEMSSYSTEM NO. W-L-5223SECTION A-AWL 5223AA51A1B3342CAN/ULC S115ANSI/UL1479 (ASTM E814)SAGSEE NOTE 112NO SCALEFLEXIBLE DUCT SUPPORT9NO SCALEDUCT ACCESS DOOR MOUNTINGIDENTIFY SERVICECONTINUOUS HINGEOF DOORDUCTDAMPERSMOKESECTION "A-A"DUCT INSULATION WHERE OCCURSDUCT ACCESS DOORAFIRE/A3NO SCALECEILING MOUNTED RETURN GRILLE BOOT DETAIL(E) STRUCTURE ABOVE12 GA STEEL STRAPWHERE A HIGH FORWARD REACH IS OVER ANOBSTRUCTION, THE CLEAR FLOOR SPACESHALL EXTEND BENEATH THE ELEMENT FORA DISTANCE NOT LESS THAN THE REQUIREDREACH DEPTH OVER THE OBSTRUCTION.>20"-25" MAX.27" MIN.27" MIN.REFER TO 2019 CBC 11B-308.2 AND 11B-308.3F.F.LF.F.LF.F.L1. WALL ASSEMBLY — THE 1 OR 2 HR FIRE RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BECONSTRUCTED OF THE MATERIALS AND IN THE MANNER SPECIFIED IN THE INDIVIDUAL U300, U400, V400 OR W400SERIES WALL AND PARTITION DESIGNS IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THEFOLLOWING CONSTRUCTION FEATURES.A. STUDS — WALL FRAMING SHALL CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOODSTUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM) LUMBER SPACED 16 IN. (406 MM) OC. STEEL STUDS TO BEMIN 3-1/2 IN. (89 MM) WIDE AND SPACED MAX 24 IN. (610 MM) OC.B. GYPSUM BOARD* — ONE OR TWO LAYERS OF NOM 5/8 IN. (16 MM) THICK GYPSUM BOARD AS SPECIFIED INTHE INDIVIDUAL WALL AND PARTITION DESIGN. MAX DIAM OF OPENING IS 14-1/2 IN. (368 MM) FOR WOOD STUDWALLS AND 20 IN. (508 MM) FOR STEEL STUD WALLS.THE HOURLY F, FH RATINGS OF THE FIRESTOP SYSTEM ARE EQUAL TO THE HOURLY FIRE RATING OF THE WALLASSEMBLY IN WHICH IT IS INSTALLED.2. THROUGH PENETRANTS — ONE METALLIC PIPE OR TUBING TO BE INSTALLED WITHIN THE FIRESTOPSYSTEM. PIPE OR TUBING TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWINGTYPES AND SIZES OF METALLIC PIPES OR TUBING MAY BE USED:A. STEEL PIPE — NOM 12 IN. (305 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.B. COPPER TUBING — NOM 6 IN. (152 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.C. COPPER PIPE — NOM 6 IN. (152 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.3. PIPE COVERING MATERIALS* — CELLULAR GLASS INSULATION — NOM 1-1/2 IN. OR 3 IN. (38 TO 76 MM) THICKCELLULAR GLASS PIPE INSULATION SIZED TO THE OUTSIDE DIAM OF THE PIPE OR TUBE AND INSTALLED INACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. THE ANNULAR SPACE BETWEEN THE INSULATEDPIPE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO MAX 3/4 IN. (19 MM).4. METAL JACKET (OPTIONAL) — MIN 12 IN. (305 MM) LONG JACKET FORMED OF MIN 0.010 IN. (0.25 MM) THICKSTEEL OR ALUMINUM SHEET CUT TO WRAP TIGHTLY AROUND THE PIPE INSULATION WITH A MIN 2 IN. (51 MM)LAP. JACKET SECURED WITH MIN 1/2 IN. (13 MM) WIDE STAINLESS STEEL HOSE CLAMPS OR BANDS LOCATEDWITHIN 2 IN. (51 MM) OF EACH END OF THE JACKET AND SPACED A MAX OF 10 IN. (254 MM) OC. JACKET TO BEINSTALLED WITH ABUTTING SURFACE OF SEALANT (ITEM 5) ON BOTH SURFACES OF WALL. METAL JACKET TOBE USED IN ADDITION TO ANY OTHER JACKETING MATERIAL WHICH MAY BE REQUIRED OR DESIRED ON THEPIPE INSULATION.5. VOID OR CAVITY MATERIAL* - SEALANT — MIN 5/8 IN. (16 MM) THICKNESS OF FILL MATERIAL APPLIED WITHINTHE ANNULUS, FLUSH WITH BOTH SURFACES OF WALL. AT THE POINT CONTACT LOCATION, A MIN 1/2 IN. (13MM) DIAM BEAD OF FILL MATERIAL SHALL BE APPLIED AT THE PIPE COVERING/GYPSUM BOARD INTERFACE ONBOTH SURFACES OF WALL.HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC — FS-ONE MAX INTUMESCENT SEALANT* INDICATES SUCH PRODUCTS SHALL BEAR THE UL OR CUL CERTIFICATION MARK FOR JURISDICTIONSEMPLOYING THE UL OR CUL CERTIFICATION (SUCH AS CANADA), RESPECTIVELY.F RATING — 1 AND 2 HR (SEE ITEM 1) F RATING — 1 AND 2 HR (SEE ITEM 1)T RATING — 0 HRFT RATING — 0 HRFH RATING — 1 AND 2 HR (SEE ITEM 1)FTH RATING — 0 HR1.2.3.NOTES:THE MAX. PERMISSIBLE SAG SHALL BE 1/2" PER FOOT OF SPACING BETWEEN SUPPORTS.LONG HORIZONTAL FLEXIBLE DUCT RUNS WITH SHARP BEND SHALL HAVE ADDITIONALSUPPORTS BEFORE AND AFTER THE BEND APPROXIMATELY ONE DUCT DIAMETER FROMTHE CENTERLINE OF THE BENDDUCT SHOULD EXTEND STRAIGHT FOR SEVERAL INCHES FROM A CONNECTION BEFOREBENDINGA - ASTRAP 1 1/2" MIN x 22 GAAAFLEXIBLE DUCT5'-0" MAX."POTTORF" MODELHAD DUCT ACCESSDOOR 12x12 MIN.SIZE22 GA. CHANNEL INSULATION TRIMSTOP ALL AROUND DOOR (NOTREQUIRED ON DUCT WITH LINER)TYP.GASKET ANDSEAL AROUNDOPENINGSECURE TO DUCTWITH POPRIVETS- MIN. (3)EACH SIDE20" X 20" NECK SIZEMIN. LENGTH 3 FT.BLACKMUST BE COATEDACOUSTICAL LINERACOUSTIC DUCT LINER1", 1-1/2 LBS. DENSITYSTRAP HANGER20 GA. GALV.CEILING TILE19" x12"20"X20"24" X 24" RETURN GRILLE0.157"Ø HILTI XU W/ 1 1/4" MIN. EMBED. ATCONCRETE FILLED DECK (ICC ESR-2269),#10 SMS AT BARE METAL DECKCEILING SUPPORT PER ARCHITECTURALDRAWINGS. TYPICAL4. ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS)SEE NOTE 45.NOTE:1. THE ELBOW CONNECTION TO THE TERMINAL DEVICE/ REGISTER IS REQUIRED TO HAVE ABEND NOT RADIUS BE LESS THAN ONE DUCT DIAMETER.FLEXIBLE DUCT CANNOT BE USED AS A REPLACEMENT OF RIGID ELBOWS (ONLY AN ELBOWCONNECT TO A TERMINAL DEVICE/ REGISTER IS ACCEPTABLE).SEE NOTE 1.HEATING COILSUPPLYRETURNDRAINUNION W/ TEST PORTSTRAINER/ ISOLATION VALVEW/ UNION, TEST PORT & DRAINFLEXIBLE HOSENOTES:GENERAL NOTES:1.2.3.4.5.SMOKE AND COMBINATION FIRE AND SMOKE ACTUATORS1)2)6.a.b.c.d.e.f.g.h.i.NA. RECTANGULAR FIRE SMOKE DAMPERB. ROUND FIRE SMOKE DAMPERC. WIRINGKEYNOTES:7.ERGEMCNCRGRG151413121110987654321EE8.AC UNITTRRE E E ED. SMOKE DETECTOR / AC UNIT INTERLOCK19181716202122EE2-WAY MODULATING PRESSUREINDEPENDENT CONTROL VALVEISOLATION VALVEW/ TEST PORT &AIR VENTREDUCERCOIL TO HOSE SIZE1. TEST PORTS SHALL BE ACCESSIBLE.2. INSULATE FLEX WITH 1" CLOSED CELL ELASTOMERIC, PLENUMRATED. PREFORMED PIPE INSULATION. "K. FLEX" OR EQUIVALENT.3.MINIMUM BRANCH, TRIM & FLEX SIZE:SIZE3/4"1"1 1/4"FLOW 3 GPM 7 GPM12 GPMINSTALL THE DAMPER ACCORDING TO MANUFACTURERS INSTALLATIONREQUIREMENTS, SMACNA "FIRE, SMOKE AND RADIATION DAMPERINSTALLATION GUIDE FOR HVAC SYSTEMS" LATEST EDITION , NFPA90AAND APPLICABLE LOCAL CODES.DAMPER DETAIL FOR REFERENCE ONLY, DAMPERS SHALL BE STATE FIREMARSHAL APPROVED AND INSTALLED STRICTLY PER MANUFACTURER'SPRINTED INSTRUCTIONS. MANUFACTURER'S INSTALLATIONINSTRUCTIONS SHALL BE MADE AVAILABLE TO THE INSPECTINGAUTHORITIES.DAMPERS TO BE INSTALLED IN DUCT PENETRATIONS THROUGHPROTECTIVE ELEMENTS OF FIRE-RATED CORRIDORS. SUCH DAMPERSSHALL BE COMBINATION FIRE/SMOKE DAMPERS CONFORMING TO U.B.C.STANDARDS NF43-7 AND A3-12 WITH A MINIMUM LEAKAGECLASSIFICATION OF 1. EXCEPTION: "A MINIMUM OF 0.019 INCH (26 GAUGE)STEEL DUCTS DO NOT REQUIRE COMBINATION FIRE / SMOKE DAMPERSWHEN THE DUCTS HAVE NO OPENINGS INTO THE CORRIDOR."MAXIMUM ALLOWABLE PRESSURE LOSS:a. ROUND DAMPERS: 0.07" WG AT 3,000 FPM.b. RECTANGULAR DAMPERS: DUCTED IN & OUT: 0.07" WG AT1,000 FPM .c. RECTANGULAR DAMPERS: PLENUM MOUNT: 0.2" WG AT1,000 FPMSMOKE AND COMBINATION FIRE AND SMOKE DAMPERS SHALL BEPROVIDED WITH BELIMO AIR CONTROLS FS SERIES ACTUATORS.ACTUATORS SHALL BE UL873 OR UL60730 LISTEDACTUATOR AND DAMPER SHALL HAVE UL555 & UL555 S LISTING BY THEDAMPER MANUFACTURER FOR 250°FACTUATORS SHALL BE UL2043 LISTED FOR LOW SMOKE GENERATIONIN ENVIRONMENTAL AIR SPACES AND AIR MOVING PLENUMS ASREQUIRED BY NFPA 70, 300.22 (C) AND THE INTERNATIONALMECHANICAL CODE SECTION 602. 2.1.4. HOUSING SHALL BE STEEL ORPLASTIC; ALUMINUM IS NOT ACCEPTABLE.ACTUATOR SHALL CARRY A MANUFACTURER’S 5-YEAR WARRANTYAND BE MANUFACTURED UNDER ISO 9001 QUALITY CONTROL. FORREPLACEMENT OF EXISTING COMPETITIVE MOTORS, NYC MEA ORCSFM LISTING SHALL HAVE BEEN OBTAINEDACTUATOR SHALL HAVE ELECTRONIC OR MICRO CONTROLLER BASEDMOTOR CONTROL PROVIDING:ELECTRONIC CUT OFF AT FULL OPEN SO THAT NO NOISE CAN BEGENERATED WHILE HOLDING OPEN. HOLDING NOISE LEVEL SHALLBE INAUDIBLE.OVERLOAD PROTECTION. SHALL BE INCAPABLE OF BURNING OUT IFSTALLED BEFORE REACHING FULL ROTATION.THE ACTUATORS SHALL BE DIRECT COUPLED AND EMPLOY ASTEEL-TOOTHED COLD- WELD CLAMP FOR CONNECTING TO DAMPERSHAFTS. ALUMINUM CLAMPS OR SET-SCREW ATTACHMENT ARE NOTACCEPTABLE.DAMPERS SHALL BE INSTALLED STRAIGHT AND TRUE, LEVEL IN ALLPLANES, AND SQUARE IN ALL DIMENSIONS. DAMPERS SHALL MOVEFREELY WITHOUT UNDUE STRESS DUE TO TWISTING, RACKING,BOWING, OR OTHER INSTALLATION ERROR. DO NOT INSTALL IN AREAWHERE MOISTURE CAN PENETRATE DAMPER OR ACTUATOR NORWHERE ACTUATOR TEMPERATURE CONTINUOUSLY EXCEEDS 120° F.TWO - POSITION ACTUATORS SHALL BE FSTF, FSLF, FSNF, OR FSAF ASDAMPER MANUFACTURER SELECTS FOR TORQUE BASED ON UL555 (S)TESTING.6354217SINGLE-SIDED OR CONVENTIONAL RETAININGANGLE. MINIMUM 1.5x1.5x16GA MUSTOVERLAP STRUCTURE OPENING BY 1"INCLUDING CORNERS OF OPENINGS.BELIMO ACTUATOR WITH DUAL POSITIONINDICATOR CONTACTS. 120 / 1Ø SPRINGRETURN.BREAKAWAY JOINT DUCT CONNECTION TOSLEEVEELECTRICAL FLEX CONDUIT.HS-10 MANUAL RESET TEMPERATURESENSOR FIRE SWITCH AND TEST SWITCH.RECTANGULAR COMBINATION FIRE SMOKEDAMPER.DAMPER SLEEVE.DUCT.SMOKE DETECTOR AUXILIARY NORMALLYCLOSED CONTACT "A".CLIP ANGLE. L 4" x 4" x 1/4" x 3'-0"GUIDE PLATE BY MFR.HOLDING PLATE.TRUE ROUND COMBINATION FIRE SMOKEDAMPER.GAP FOR EXPANSION SHALL BE A MINIMUMOF 1/8" PER FOOT OF DAMPER DIMENSION.EXAMPLE - 24.25" HIGH OPENING FOR A 24"DAMPERCLAMPING TYPE SEALED ACCESS DOOR.LOCATE FOR BEST ACCESS.CEILING ACCESS PANEL WHERE CEILINGSARE NOT ACCESSIBLE.LOCAL STATUS LIGHTS AND TEST SWITCHMOUNTED AT DAMPER. RCP 1M.PI-50 JAMB MOUNTED INDICATOR SWITCHWITH EXTERNAL WIRING BOX.BREAKAWAY FLANGE. PER MANUFACTURER'SDIRECTIONREFER TOFOR FRAMINGAROUND OPENING.1/2" DIA. X 1-1/2" LAG SCREW TO VERT. STUDAT MINIMUM 3 LOCATIONS. TYP.SMOKE DETECTOR AND SAMPLING TUBE ANDWIRE. 4 WIRE, 24V / 120 V AC DUAL VOLTAGE,TEST, ALARM INITIATION CONTACT,SUPERVISORY CONTACT AND (DPDT)AUXILIARY CONTACTS, "SYSTEM SENSORD4120" OR EQUIVALENT.13212411108M1120 VACFUSED CIRCUITS1S2S3HotL1ClosedOpenHeatResponseDevice(set at 165°F)YelRedRedYelBlu81414DUCT ACCESS DOORS SHALL BE SUFFICIENT SIZE TO PERMITMAINTENANCE AND RESET THE DAMPER. MAXIMUM 24X24, MINIMUM 6X6.POTTORFF MODEL DM OR EQUIVALENT171852LOCAL DISC.9517181718DAMPER ACTUATOR TO BE ENABLED VIA A LOCAL DUCT MOUNTEDSMOKE DETECTOR. LOCAL SMOKE DETECTOR SHALL SHALLSIMULTANEOUSLY CLOSE DAMPER AND SHUT DOWN AC UNIT THATSERVES DAMPER PER CMC 605.81921212121MAX. SIZE(WxH) --"x--"POTTORFFMODELTYPEULCLASSMAX.VEL.FPMMAX.S.P.W.G.LISTINGUL555UL555SCSFM3225-0368:1123230-0368:113R11767FSD-125R ROUND1 2000 43225-0368:1103230-0368:111R11767FSD-142 RECT.2 200043225-0368:1153230-0368:116R11767FSD-151 RECT.1 4000 4HRCLASS1-1/21-1/21-1/215MAX. SIZE --" DIAPOWERCONDUIT TO AC UNITFOR SHUT DOWNSDSMOKE DETECTOR PROVIDED WITH INITIATING AND SUPERVISORYCONTACTS TO INTERFACE WITH FIRE ALARM SYSTEM. WIRING TO FIREALARM SYSTEM BY FIRE ALARM CONTRACTOR.15POWERCONDUIT TO AC UNITFOR SHUT DOWNSD120 120 120 120TYPICAL CSFD SMOKEDETECTOR N.C. CONTACT"B". QTY PER PLANS.AC UNIT SMOKEDETECTOR IF REQUIRED.CMC 608.1222241641687NO SCALECOMBINATION FIRE SMOKE DAMPER DETAIL (INTERLOCK WITH LOCAL SMOKE DETECTOR)CLOSEDOPENTESTCLOSEDOPENTESTCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM801DETAILSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21 2NO SCALEWALL-MOUNTED FAN COIL UNIT3NO SCALEOUTDOOR HEAT PUMP MOUNTINGCONDENSATE DRAINSEE PLUMB. DWGS.SPIN-INW/ DAMPER1NO SCALEDX FAN COIL MOUNTING TO CONCRETE FILLED DECK.AIR FLOWSPIN-INSW/ DAMPERLINED PLENUMTYP.FLEX. CONN. TYP.ACCESS DOOR NOTE #1STEEL AIRCRAFTCABLE 7X19"L"CEILINGSEE DETAIL ANOTE #2REFRIG PIPES.SEE DETAIL BFC5FC10MAX. WT.= 70 LBSHP5HP6HP7HP8HP9HP10MAX. WT. = 155 LBS1/4"1/4"EQ EQCANTMATERIALROOFING22. GA. GALV. S/MPLATFORM CAPAND FLASHING1-1/2"2"3"1"SECTION AA1/2" THICK NEOPRENEISOLATOR PAD. TYP. 4PLANAA(N) 6x8 SHAPED P.T. WOOD SLEEPER8" MIN.24" MIN.FC8FC9MAX. WT. = 50 LBS5NO SCALEVAV BOX MOUNTING TO CONCRETE FILLED DECK.6NO SCALEAC UNIT MOUNTING7NO SCALEAC UNIT MOUNTING8NO SCALECRAC UNIT MOUNTING10NO SCALECONDENSER UNIT MOUNTING12NO SCALEBOILER MOUNTING11NO SCALEEXHAUST FAN MOUNTING - (SIM. GR/GI UNIT)MAX. WT. = 174 LBSEF1EF8EF12EF13EF17EF19EF20EF21EF22EF23EF24EF2EF15EF3EF25AC7AC8AC9MAX.WT. = 900 LBSMAX. WT. = 1500 LBSVB69VB74VB71VB72VBH73VB70VBH75MAX. WT. = 30 LBSAIR FLOWVBH76VBH77VBH78VB79FC6FC749-1/2"35-1/16"2-1/8"16-7/8"7-1/16"FILTER BOXROD COUPLINGSTANDARD WASHERRW-REBOUND WASHER ATRESTRAINT LOCATIONTHREADED RODROD STIFFENERROD COUPLINGRW-REBOUND WASHER ATRESTRAINT LOCATIONMASON RW30N-X-175 SEISMICISOLATED HANGER W/ DOUBLEREBOUND (TYP. OF 4)NUTS AND WASHERSL"1-1/2" MIN. CLR.#12 x 1-1/2" S/S TEK SCREWSMIN. 3 AT EACH SIDEGPI ROOF CURB MIN. 8" TALLROOFING MATERIALWOOD NAILERCANTFINISHED ROOF LEVELRIGID INSULATION1/4" THICK STIFFENER PLATE @16"O.C. (ALL AROUND OPENING.DAMPER TRAYLIGHT WEIGHT GRAVITYBACKDRAFT DAMPERFLEX CONNECTIONDUCT TRANSITIONSEE PLANS FOR EXHAUSTDUCT SIZEW/ WELDED EDGES BY MECHANICALCOUNTER FLASHING MITER CORNER20 GA. CONT. GALV. SHEET METALCONTRACTORDETAIL ADETAIL BPLAN VIEWSIDE VIEWFRONT VIEW49-1/2"16-7/8"78"x40"x4" (E) CONCRETE PAD.±14"±14"±11"±11"B1MAX. WT. = 458 LBSSTEEL AIRCRAFT CABLE 7X19SEE DETAIL 1/-CRAC1MAX.WT. = 850 LBS(UNIT PLUS PEDESTAL)CRAC2STEEL FRAMING PERSTRUCTURAL DWGS.CONDENSER LEGC1MAX.WT. = 350 LBSC24-1/2" MIN. TYP.EQ.EQ.3/8" DIA THREADED RODSECURED TO STRUCTUREABOVE.NOTES:1. PROVIDE ACCESS AND SPACE FOR SERVICE AND MAINTENANCE PERMANUFACTURER'S REQUIREMENTS.2. INSTALL CABLE WITH A MINOR AMOUNT OF SAG DUE TO THE WEIGHTOF THE CABLE, BUT WITHOUT ADDITIONAL SLACK.3. FOR ANCHOR TO BARE METAL DECK ROOF, SEE SHEET S504.GALV. UNISTRUT P1000CHANNEL (TYP. 2.)3/16" THK X 3" WIDEGALV. BENT PLATE TYP.1/2" HEX HEAD BOLT W/UNISTRUT P1010SPRING NUT3/8"Ø GALV. BOLT W/UNISTRUT SPRING NUT.(MIN. 1 @ EA. LEG, 4 TOTAL.)1/2"DIA. STAINLESS STEELLAG SCREW WITHMIN. 2-1/2” PENETRATION.TYP. 4 PLACES(N) L4x4x1/4"W/SDS 25312 @12" O.C.AND #12 SMS @12" O.C. TOTOP FLUTE, TYP.LEVEL SURFACE3/8" DIA THREADED ROD SECUREDTO STRUCTURE ABOVE.SEE DETAIL 1/-11EQUIP.3/8" DIA THREADED RODPLANCABLE BRACINGTOLCO FIG. 990 CABLESWAY BRACEATTACHMENT. TIGHTENUNTIL BREAK-OFF NUTSCOME OFF. TYP.PROVIDE ROD B-LINE B22 CHANNELSTIFFENING STRUT WITH TOLCOFIG.98 ROD STIFFENERS AT 13" O.C.MAX. (MIN. 1 AT EA. END OF STRUT) ,WHEN "L" > 18"3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVEEMBED (ICC ESR-1917) ANCHORSMAY BE INSTALLED 1" MAX OFFSETFROM CL OF BOTTOM FLUTE, TYPTOLCO FIG. 991 CABLE SWAYBRACE ATTACHMENT.TIGHTEN UNTIL BREAK-OFFNUTS COME OFF. TYP.MAX.B-LINE HN SERIES HEX NUT &B-LINE B200 SERIES SQUAREWASHERS, TYP.1"MAX.TYP.3"MAX.TYP.3/8" Ø HILTI KB-TZ W/ 2" EFFECTIVEEMBED (ICC ESR 1917). ANCHORSMAY BE INSTALLED 1" MAXOFFSET FROM CL OF BOTTOMFLUTEPLANCABLE BRACINGPROVIDE ROD STIFFENING STRUTWITH ROD CLAMPS SIMILAR TODETAIL 1/- , WHEN "L" > 18"ANCHOR TO (E) S.O.G. W/ 2 - 3/8"ØHILTI KB-TZ W/ 2" EFFECTIVEEMBED (ICC ESR-1917), TYP EALEG OF PEDESTAL3/8"Ø THRU BOLTS W/WASHER, 2 EA LEG, TYPSTEEL FRAMING AROUNDOPENINGS PER DETAILS ON S105600T150-97 ALL AROUND#12 SMS AT 12" O.C. (MIN 1 AT EACORNER), TYP#12 SMS AT 12" O.C. (MIN 1 AT EACORNER), TYPL4x4x1/4 x4" LONG W/ 3 #10 SMS TOBOILER AND 3/8"Ø SS HILTI KB-TZ W/ 2"EFFECTIVE EMBED (ICC ESR-1917), TYPOF MIN 6 TOTALNOTE:1. FOR ANCHOR TO BARE METAL DECK ROOF, SEE SHEET S504.MAX. 50"MAX. 36"EF14ALL DIMENSIONS ARE IN INCHES UNLESS NOTED OTHERWISE.AC4AC3AC2AC10HP11FC11GI1GI2GI3GR1GR2NOTE:NEW EQUIPMENT ANCHORS SHALL BELOCATED A MINIMUM DISTANCE OF 3" FROMCL OF ANY EXISTING ANCHOR HOLES.NOTE: SEE DETAIL 7 / M807 FOR ANCHORAGE TO ROOFNOTE: SEE DETAIL 7 / M807 FOR ANCHORAGE TO ROOFCEILINGFAN COIL UNITMETAL STUD WALL. SEEARCH DWGS.#12 SMS AT EA. CORNERTO BACKING CHANNELFACTORY-SUPPLIEDMOUNTING BRACKET6" MIN.CLEARANCEBACKING CHANNELPER ARCH. DET.9A803(E) STRUCTURESPIN-INS W/DAMPERCEILINGTRUNK DUCTCONICAL INVAV BOXHWS AND HWR MAINFACTORY HANGERBRACKETS 4 PER BOX.(E) STRUCTUREHANGERS PER SMACNA STANDARD.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM802DETAILSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011111 OPTIONAL MODELEBD-301 RECESSEDCEILING UNIT.1NO SCALERECTANGULAR DUCT SUPPORT1"MIN.TYP.3".MAX.1" MIN1"1"1"1"1"1"EQ.EQ.1"1".1".2"2" MI N.2"2NO SCALEDUCT HANGER SUPPORT AT BARE METAL DECK3NO SCALERIGID ROUND DUCT SUPPORT6NO SCALEDUCT HANGER AT STEEL SUPPORTS2-2-2-2-10NO SCALEPIPE HANGER DETAILBEAM CLAMP,TYP.12 GAGE SOLIDCHANNELHEX NUT, STRUTNUT & 1 5/8"x1/4" SQ.WASHERCASE-ACASE-BCASE-CTHREADED RODSTEEL BEAMSTEEL BEAMCLAMPNOTE:BEAM CLAMP USED FORHANGERS ONLY3/8"Ø BOLTFILLER STL. PL.AS REQUIREDFOLDED STRAPSTRAPSTEEL BEAMC-TYPE BEAMCLAMPHEX NUTSRESTRAINING STRAP SHALL BE LISTEDFOR USE WITH A C*-TYPE CLAMP ORSHALL BE STEEL STRAP OF NOT LESSTHAN 16 GA THICKNESS AND NOTLESS THAN 1" WIDETHREADED RODSTEEL BEAMNOTE:LOCK NUTS OR EQUIVALENT SHALL BE PROVIDED TO PREVENTLOOSENING OF THREADED CONNECTIONS1.2.3.NOTES:DUCTS SHALL BE EQUIPPED WITH TIGHT-FITTINGCIRCULAR BANDS EXTENDING AROUND THE ENTIREPERIMETER OF THE DUCT AT EACH SPECIFIED SUPPORTINTERVAL.CIRCULAR BANDS SHALL BE NOT LESS THAN 1 INCHWIDE NOR LESS THAN EQUIPMENT TO THE GAUGE OFTHE DUCT MATERIAL IT SUPPORTS.EACH CIRCULAR BAND SHALL BE PROVIDED WITH MEANSOF CONNECTIONS TO THE SUSPENDINGSUPPORT.DUCT DIAMETERMAX. SPACINGSTRAP AND THREADED ROD HANGER SCHEDULE FOR ROUND DUCTROD STRAP BAND10" Ø OR LESS8'-0" FT 3/8" Ø11" Ø TO 18" Ø8'-0" FT1" x 22 GA3/8" Ø 1" x 20 GA1" x 22 GA1" x 20 GASTRAP PERSCHD.THREADED RODPER SCHD.BAND SEE SCHD. &NOTESMETAL DECK18 GA MIN.STRAPSTRAP3/8"Ø BOLTMETAL DECK18 GA MIN.L3x2x12 GA LLVSEE SCHD. FORNUMBER OF SCREWSTHREADED RODL3x2x12GA LLVCONT. OVER 3 FLUTES W/(3) #12 TEK SCREWS (ICCESR-1976)(3) #12 TEKSCREWS (ICC ESR-1976)3/8"Ø THRUFOLDED STRAPCASE BCASE CCASE ACASE DSMS PER SCHD.SMS PER SCHD.MTL. DECK18 GA MIN.3/8"Ø BOLTSTRAPFOLDED STRAPSEE CASE C3/8"Ø BOLTFOLDED STRAPSEE CASE CL3x3x12 GA x 3" LLVL3x2x12GA LLVCONT. OVER 2 FLUTE FOR(4) SCREWS PATTERN.CONT. OVER 3 FLUTE FOR(6) SCREWS PATTERN.L3x2x12GA LLVCONT. OVER 2 FLUTE FOR(4) SCREWS PATTERN.CONT. OVER 3 FLUTE FOR(6) SCREWS PATTERN.MAX. HALF OFDUCTPARAMETER30"PAIR AT 8'-0"SPACINGPAIR AT 5'-0"SPACINGPAIR AT 4'-0"SPACING72"96"120"2 #10 SMS2 #10 SMS2 #10 SMS4 #10 SMS2 #10 SMS2 #10 SMS6 #10 SMS 6 #12 SMS4 #10 SMS 4 #12 SMS4 #12 SMS4 #10 SMSRECTANGULAR DUCT ATTACHMENT TO METAL DECK SCHEDULE (MINIMUM)DUCT DIAMETER10" Ø OR LESSROUND DUCT ATTACHMENT TO METAL DECKBARE METAL DECKATTACHMENT2 #10DIA MORE THAN 10"Ø2 #10METAL DECK18 GA MIN.MAX. HALF OFDUCTPERIMETERSTRAPPAIR AT 8'-0"SPACINGSTRAP AND THREADED ROD HANGER SCHEDULERODP/2 = 30" 1"x22 GA 3/8"Ø 1"x22 GAPAIR AT 5'-0"SPACINGPAIR AT 4'-0"SPACINGP/2 = 72"P/2 = 96"P/2 = 120"1"x20 GA1"x18 GA1"x16 GAROD3/8"ØROD3/8"Ø1"x22 GA3/8"Ø1/2"Ø1/2"Ø1"x22 GA1"x20 GA1"x18 GA3/8"Ø1/2"Ø1/2"Ø3/8"Ø1"x22 GA1/2"Ø1"x22 GA1/2"Ø1"x20 GASTRAP PER SCHD.DUCT STRAP HANGERDUCT ROD HANGERROD PER SCHD.CHANNEL 12GA x 1 5/8" x 1 5/8" FORP/2=30 AND P/2=72.CHANNEL 12GA x 1 5/8" x 3 1/4" FORP/2=96L3x3x1/4 FOR P/2=12060" MAXSTRAP PERSCHEDULE2- #10 SMSBOTTOM TYP.2- #10DUCT STRAP HANGER W/ LOOPSTRAPSTRAP2- #10 SCREWSWITHIN 2" OF TOPOF DUCT2- #10 SCREWSWITHIN 2" OF TOPOF DUCT2- #10 SCREWSWITHIN 2" OF TOPOF DUCT2- #10 SCREWSWITHIN 2" OF TOPOF DUCT2- #102- #102- #1060" MAX#12 TEK SCREWS (ICC ESR-1976)@ 12" O.C.ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS)ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS)ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS)ALL DUCTS TO BE SUPPORTED PER SMACNA STANDARDS (INCLUDING SMACNA SEISMIC STDS)HANGERRODINSULATION (VAPORBARRIER TYPE ISREQUIRED FOR LOWTEMPERATURE PIPE)WELDSADDLEADJUSTABLE CLEVIS HANGERTYPE 1 - SEE SPECIFICATIONSADJUSTABLE CLEVIS HANGERTYPE 43 - SEE SPECIFICATIONSBAND1" MAXSIDE VIEW TRAPEZE HANGER FOR UP TO1000 LB. UNIFORM LOADNOM. SIZEmm INMAXIMUM PIPE/TUBE SUPPORT SPACINGTHRU 3/4 1 1 1/4 1 1/2 2 2 1/2 3 4 5 6 8 7 7 9 10 11 12 14 16 17 19 6 7 8 8 9 10 12 13 14 16PIPE FTTUBING FT 7 5NOTE: FOR TRAPEZE HANGER TAKE SPACING OF SMALLEST SIZE OF TRAPEZE.INSULATION (VAPORBARRIER TYPE ISREQUIRED FOR LOWTEMPERATURE PIPE)INSULATION SHIELDAT HANGERPROVIDE HIGH COMPRESSIVESTRENGTH INSULATION (9 PSFMIN. DENSITY) UNDERINSULATION SHIELD1/2" DIA. HANGER RODSWITH 36" MAX. SPACING ONEACH CHANNEL1-5/8" 12 GAUGECHANNEL OR2"X2"X1/4" ANGLEPROVIDE INSULATIONSHIELD & INSERT FORALL PIPING (8"MIN.)11NO SCALEDOAS MOUNTINGDOAS1MAX.WT. = 3038 LBS12NO SCALEELECTRONIC BALANCING DAMPER FOR INACCESSIBLE CONDITIONSCEILING DIFFUSERMODEL EBDELECTRONIC BALANCINGDAMPERYOUNG REGULATORBATTERY POWERED HANDHELD CONTROLLER WITH LCDPOSITION INDICATOR.MODULARCONNECTORMODEL EDB-WALLWALL UNITIN-WALL MOUNTINGBOXPLENUM RATED FIVE(5) CONDUCTOR WIRERIGID ACOUSTICDUCTWORKFLEXIBLE DUCTWORKNOTE: SEE DETAIL 7 / M807 FOR ANCHORAGE TO ROOFCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM803DETAILSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011 7NO SCALEBRANCH DUCTWORK CONNECTIONS / DUCT TAKEOFFPLAN VIEWAIR SPLIT DUCT TAKE-OFFMAIN SUPPLYDUCTTURNING VANESMAIN SUPPLY DUCTPLAN VIEWSUPPLY REGISTER TAKE-OFFROD OR LINKAGEADJUSTABLE METALTOP REGISTER135°W/4 OR1\ddd1\d4" MINROUND BRANCH DUCT CONNECTIONROUND MAIN DUCTCONICAL BRANCH DUCT CONNECTION45°OPENING CUTWD"1D"X" x Y"TRANSITIONTO ROUNDRECTANGULARD"2D"21D"ROUND TO2D"TRANSITIONROUNDDUCT RUNCONTINUINGTHIS PORTION FOR1D"3D"131D"45° LATERALD"D"DESIGNER'S NOTES:1. THE SUPPLY REGISTER TAKE-OFF MAY BE USED FOR UP UP TO25% OF THE MAIN DUCT CFM. THE BRANCH DUCT TAKE-OFFMAY BE USED FOR UP TO 15% OF THE MAIN DUCT CFM ANYTIMEAND UP TO 40% WHEN THE MAIN DUCT VELOCITY IS 1000 FPM (5M/S) OR LESS. THE AIR SPLIT DUCT TAKE-OFF SHALL BE USEDIN ALL OTHER CASES AND MAY BE USED AT ANYTIME.2. SHOW VOLUME DAMPERS ON FLOOR PLANS.1NO SCALEFUME HOOD EXHAUST FAN MOUNTING21.25 O.D.SHIPPING SPLITFAN WITH MOTORISOLATION BASERECTANGULAR NOZZLE(9.63 X 12.91)1 STACK SECTION(S)DISCONNECT SWITCHWINDBAND24.1153.0018.90126.1636.01FAN INLETØ 13.00 SLIP FIT O.D.12.2536.2339.2332.13 35.6322.48FAN SHAFTCENTERLINEHOUSINGCENTERLINEABCD1.00 OPERATING HEIGHT5.0032.13 35.6336.2339.235.8118.11Ø 0.5 BOLTØ 0.69NEOPRENE PAD3-AXIS NEOPRENESNUBBER10.3858.889.31OPERATINGHEIGHT0.5NOTES:1. ALL DIMENSIONS ARE IN INCHES2. MIN. 30" CLEARANCE IS REQUIRED FOR THE MOTOR END OF FAN.3. MIN. 12" CLEARANCE IS REQUIRED EVERYWHERE ELSE.MAX. WT. = 389 LBSFEF18NO SCALEBOILER PIPING DIAGRAMFLOOR 1FLOOR 2ROOFCEILING9NO SCALEAIRFLOW DIAGRAM FOR CSI AND DRYING ROOMEAV3EAV4EAV2EAV1FEF1SAV2SAV1DOAS1SAV311NO SCALEAIR VENT DETAIL FOR CHW & HHW PIPING1/4" COPPER TUBING1/2" x 4" NIPPLE1/2" BALL VALVE12 MAX.12NO SCALEFLEXIBLE DUCT CONNECTIONS DETAILRECTANGULAR TO ROUNDLOW-LOSS FITTINGRECTANGULAR TO RECTANGULARLOW-LOSS FITTINGROUND TOP TAKE-OFF FROMRECTANGULAR DUCTMANUAL VOLUMEDAMPERS ON FITTING(TYP.)BRANCH FLEX OR SPIRAL DUCTATTACH WITH SHEETMETAL SCREWS AND SEALWITH MEDIUM PRESSUREDUCT SEALERSUPPLY, RETURNOR EXHAUSTAIR MAINATTACH WITH SHEET METALSCREWS AND SEAL WITH MEDIUMPRESSURE DUCT SEALERVOLUME EXTRACTOR; ADJUSTABLEFROM FULLY CLOSED POSITION TOCFM NOTED ON FLOOR PLANSSEE FLOOR PLANFOR SPLIT DIMENSIONSUPPLY REGISTER ORBRANCH DUCTPROVIDE VOLUMEDAMPER WHENSHOWN ON FLOORPLANSSQUARE ELBOW SHOWN.PROVIDE ROUND ELBOWWHEN SHOWN ON FLOORPLANSSUPPLY, RETURNOR EXHAUSTAIR MAINATTACH WITH SHEET METALSCREWS AND SEAL WITHMEDIUM PRESSURE DUCTSEALERRH DXCOOLFILTERMERV-13MHEATVFDM2 POSITIONOSAHGRLVFDMFUME EXHAUSTDEDICATED OUTSIDE AIR SUPPLYDRYINGCABINETECMSA325 CFMECMECMFUMEHOODECMSAEA250 CFMEA250 CFMSA750 CFMSA750 CFMEA230 CFMEA45 CFMEA500 CFMEA780 CFMEA2055 CFMSA2150 CFMMMMAIR VENTCIRCULATING WATER PIPINGELEVATIONTYPICAL MANUALAIR VENT DETAILNOTES:1. VENT ALL HIGH POINTS IN SYSTEM DISTRIBUTION.2 - 1/2"Ø SS THRU BOLTS, TYPEA ISOLATORSTEEL BEAM PER STRUCTURALDWGS., TYPPRE-STRETCHED GALVANIZEDAIRCRAFT CABLE W/ 7x19 STRANDCORE, 1/8"ØPRE-STRETCHED GALVANIZEDAIRCRAFT CABLE W/ 7x19 STRANDCORE, 1/8"Ø(E) BEAM PER STRUCTURAL DWGS.2"Ø STANDARD PIPE3/8" CAP PLATEB-LINE U-BOLT BOLTED TO CAP PLATEAIRCRAFT CABLE W/ HOOK AROUNDU-BOLT3/163/161" FLANGE & HEM1"x1/8" BAND IRONFLEXIBLE MATERIAL ASSPECIFIEDWASHERSHEET METAL ASSPECIFIED FORDUCTWORK.1 1/2" POCKETSLIPDUCT5/16" FLANGERECTANGULAR FLEXIBLE CONNECTIONBOLT ON 4" CENTERS1"x1/8" BAND IRON1"x1/8" DRAW BANDSHEET METAL SCREWS ON 12" CENTERSDUCTFLEXIBLE MATERIALAS SPECIFIEDRIVET ON 4"CENTERS1 1/2"1/2"1/2"1-1/2" MIN. TO 3" MAX.INSTALLED. 6" NOMINAL WITHMATERIAL TAUTWASHERFLANGED CONNECTION ON FAN SIDEROUND FLEXIBLE CONNECTION1 1/2" MIN. TO 3" MAX.INSTALLED. 6" NOMINALWITH MATERIAL TAUTSHEET METAL ASSPECIFIED FORDUCTWORK.FLANGED CONNECTIONON FAN SIDEBOLT ON 4" CENTERSALTERNATE POSITIONOF BOLT3/16TYP.3" STANDARD PIPE, TYP.C5x6.7 x12" LONGCENTERED ON PIPE, TYP3/16TYP.12" MAX.BDDBDDDRYINGCABINETFLAMMABLESTORAGECABINETCEILINGSIDEWALLGRILLESIDEWALLGRILLEFORENSICCABINET650 CFM325 CFM335 CFMCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM804DETAILSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011111111 3" MIN.TYP.TIFCZTTTTITTTEFC ZTTITICOILCOILCOIL ARRANGEMENT4"4"4"4"1 1/2"1 1/2"1 1/2"1 1/2"COILCOIL4"4"4"4"1 1/2"1 1/2"1 1/2"1 1/2"T/P PORT (TYP.)TO BASTO BAS4"4"T/P PORT @ EACHCOIL CONNECTIONAIR VENTBALANCINGVALVE. TYP.DIELECTRICFLANGE. TYP.(ONLY IF CU TOCAST IRONCONNECTIONS)DRAINTO BASAI CHWS TEMP.AI CHWR TEMP.AI VALVE POSITIONAO VALVE SIGNAL3" TWO-WAY GLOBE VALVECv=78STRAINERSEISMIC LOOPTO BASAIR VENTISOLATION VALVET/P PORT (TYP.)STRAINER WITH DRAIN VALVECOILNEOPRENEISOLATION PAD (TYP)PIPESUPPORTS (TYP)NEW CONCRETE PAD.SEE 8 / S1012'-0" AFF1NO SCALETYPICAL DUALARM VERTICAL INLINE PUMP INSTALLATION WITH INTEGRAL VFD2NO SCALECOOLING COIL REPLACEMENT - AH-1 AND AH-27NO SCALECHILLER MOUNTING DETAILMAX. WT. = 9200 LBSCH1141.73"4.66"88.56"99.09"174.5"x96"x4" (E) CONCRETE PAD.141.73"±16"±16"88.56"±3.5"±3.5"SYSTEM INLETSYSTEM OUTLETELEVATIONVIEWSYSTEMINLETSYSTEMOUTLETPETCOCK(TYP)ISOMETRIC VIEWFOR INSTALLATION CLARITY ONLY. SEE ELEVATIONVIEW FOR REQUIRED PIPING SPECIALITIES3/8"Ø SS HILTI KB-TZ W/ 2" EFFECTIVEEMBED AT 24" O.C. (ICC ESR-1917), MIN6 EA LONG SIDE (MIN 12 TOTAL)HANGERS SIZED TO SUPPORTWEIGHT OF FILLED PIPING, PUMPSAND FITTINGSPIPE HANGER (TYP)SEE SPECIFICATIONS FORSIZE AND TYPESUCTIONGUIDETRIPLE DUTYVALVEDRAINCONNECTIONSHUTOFF VALVESEE SPECIFICATIONSFOR TYPESHUTOFF VALVESEE SPECIFICATIONSFOR TYPESUCTIONGUIDETRIPLE DUTYVALVEPRESSUREGAGE ANDPIPINGINTEGRAL VFD MOUNTED TOPUMP MOTORSEE SPECIFICATIONS FORSIZE AND TYPEINTEGRAL VFD MOUNTED TOPUMP MOTORSEE SPECIFICATIONS FORSIZE AND TYPESTRAINERSEE SPECIFICATIONSFOR TYPE8NO SCALECOIL CONNECTION DETAIL AH-19NO SCALECOIL CONNECTION DETAIL AH-231"6"NOTE:NEW EQUIPMENT ANCHORS SHALL BE LOCATED A MINIMUMDISTANCE OF 3" FROM CENTERLINE OF ANY EXISTINGANCHOR HOLES.M805CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM805DETAILSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 0111111 1NO SCALESUPPLY AND RETURN FAN REPLACEMENT - AH-1 AND AH-2CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM806DETAILSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21 AACONC. PAD 4" MIN.6"MIN.6"MIN.23" MAX.1" GROUT, TYP.48" MAX.18" MAX.11" MAX.31" MAX.10"MAX.ET-4"22.8"PLAN A-ASECTION C-CELEVATION BAACC1NO SCALEAC UNIT MOUNTINGMAX. WT. = 585 LBSNOTE: SEE DETAIL 7 / M807 FOR ANCHORAGE TO ROOFAC1CONDENSATE DRAINSEE PLUMB. DWGS.2NO SCALEHYDRONIC FAN COIL MOUNTINGAIR FLOWLINED PLENUMFLEX. CONN. TYP.ACCESS DOOR NOTE #13/8" DIA THREADED RODSECURED TO STRUCTUREABOVE.STEEL AIRCRAFTCABLE 7X19"L"CEILINGSEE DETAIL ANOTES:1. PROVIDE ACCESS AND SPACE FOR SERVICE AND MAINTENANCE PERMANUFACTURER'S REQUIREMENTS.2. INSTALL CABLE WITH A MINOR AMOUNT OF SAG DUE TO THE WEIGHTOF THE CABLE, BUT WITHOUT ADDITIONAL SLACK.3. FOR ANCHOR TO BARE METAL DECK ROOF, SEE SHEET S504.NOTE #2SEE DETAIL BFC2FC3MAX. WT.= 250 LBSMASON RW30N-X-175 SEISMICISOLATED HANGER W/ DOUBLEREBOUND (TYP. OF 4)1/4"1/4"RW-REBOUND WASHER ATRESTRAINT LOCATIONROD COUPLINGROD STIFFENERTHREADED RODRW-REBOUND WASHER ATRESTRAINT LOCATIONSTANDARD WASHERROD COUPLINGEQ EQ11EQUIP.3/8" DIA THREADED RODDETAIL ADETAIL BPLANCABLE BRACINGTOLCO FIG. 990 CABLESWAY BRACEATTACHMENT. TIGHTENUNTIL BREAK-OFF NUTSCOME OFF. TYP.PROVIDE ROD B-LINE B22 CHANNELSTIFFENING STRUT WITH TOLCOFIG.98 ROD STIFFENERS AT 13" O.C.MAX. (MIN. 1 AT EA. END OF STRUT) ,WHEN "L" > 18"3/8"Ø HILTI KB-TZ W/ 2" EFFECTIVEEMBED (ICC ESR-1917) ANCHORSMAY BE INSTALLED 1" MAX OFFSETFROM CL OF BOTTOM FLUTE, TYPTOLCO FIG. 991 CABLE SWAYBRACE ATTACHMENT.TIGHTEN UNTIL BREAK-OFFNUTS COME OFF. TYP.MAX.B-LINE HN SERIES HEX NUT &B-LINE B200 SERIES SQUAREWASHERS, TYP.1"MAX.TYP.3"MAX.TYP.3/8" Ø HILTI KB-TZ W/ 2" EFFECTIVEEMBED (ICC ESR 1917). ANCHORSMAY BE INSTALLED 1" MAXOFFSET FROM CL OF BOTTOMFLUTEFILTER BOXMIXING SECTIONLINED PLENUM3NO SCALEIN-LINE EXHAUST FAN MOUNTINGMAX. WT.= 30 LBSEF26L"PLANCABLE BRACING3/8" DIA THREADED ROD SECUREDTO STRUCTURE ABOVE.SEE DETAIL 1/-NUTS AND WASHERSSTEEL AIRCRAFT CABLE 7X19PROVIDE ROD STIFFENING STRUTWITH ROD CLAMPS SIMILAR TODETAIL 1/- , WHEN "L" > 18"AIR FLOW4NO SCALEEXPANSION TANK ANCHORAGE6NO SCALEAIR SEPARATOR ANCHORAGE1-1/2"1-1/2"37" MAX20" MAX.1-1/2" 1-1/2"1"6"1"3/161/81/81" (TYP.)3/161/88NO SCALECHEMICAL POT FEEDER ANCHORAGEPLAN AELEVATION B-BBB7NO SCALEMECHANICAL ROOFTOP UNIT ANCHORAGE6"MIN.1"CLR.MAX. WT.420 LBS.HT. OFCG=37"PL 3/8" THK.CONC. PAD316TYP. EA. LEELEVATIONDETAIL ADETAIL A1/2"Øx2" EMBED. HILTI KB TZ(SS316) (ICC ESR 1917).PROVIDE 6" MIN. EDGEDISTANCE BETWEEN ANCHORAND EDGE OF CONCRETEPAD. TYPICAL AT 4 EQUALLYSPACED BRACKETS WELDEDTIGHT TO EXPANSION TANK.CONC. PAD, fc=3000 PSI (MIN.)SEE DETAIL BCONC. PADSEE BRACKETDETAIL ATYPICAL AT(4) PLACESPLAN VIEWDETAIL BL4x4x3/8 x3" LONG1/41/41/4DRAINAIR VENTEXISTING SLABMIN. 4" THK.fc=2500 PSI6" x 6" x 3/8" PLATEW/(4)-1/2"Øx2 3/8" NOM.EMBED. HILTI KBTZ ICCESR 1917HSS 2x2x3/16, TYP. 3LOCATIONSL=3x3x1/4TYP. 3LOCATIONSVERT. LEGTO TANKWALL(TYP.)SHAPE HORIZONTAL LEGOF L3x3 TO TANK CURVE.(TYP.)HORZ. LEGTO TANK(TYP.)5/8"Ø (SS 316) HILTI KWIK BOLTTZ (ICC ESR-1917) 4" EMBED MIN.PROVIDE 6" MIN. EDGEDISTANCE BETWEEN ANCHORAND EDGE OF CONCRE PAD.TYPICAL FOR 3 LEGS.(N) CONCRETE PADMAX. WT.40 LBS.(E)CONCRETE PAD(E) CONCRETE SLABMECH. EQPT.EQPT. BASE BYCONTR.#10 @ 12" TYP.USE (E) OPENING IN METAL DECK FOR DUCT.400S162-54 @ 16", TYP.18 GA. SHEET 4 SIDES W/#10 @ 8" ALL SUPPORTS(E) W x BEAM#10 @ EA. MTL. DECK RIB400T150-54 TYP.16 GA. SHEETMTL. 3 RIBS MIN.#10 @ 12" EA. RIB250T150-54 TYP. W/ 2-#10 EA.VERT. STUD250S162-54 @ 16", TYP.1-#10 EA. VERT. STUDFLANGE TYP.20 GA. CAP SHEETA - A#10 @ 12" O.C. MAX. TYP.2-#10 @ 6"(E) W x BEAM8-#10 SMS @ EA.CORNERTYP.2" 2" 2" 2"(E) BUILT-UP ROOFINGFOR VENT THRU ROOFPROVIDE VENT CAPS.S. COUNTERS.S. DRAWBAND CLAMPFLASHINGSEALANTSEALANTSEALANTBARE PIPERAIN CAP9NO SCALEFLUE VENT DETAILROOFCANT STRIP SET IN MASTIC2" MINBASE FLASHINGCOUNTER FLASHINGFLASHING RECEIVER11NO SCALEREFRIGERANT PIPES THRU ROOF DETAIL2 PLIES FIBERGLASS FELTSTRIPPING UNDER CAPSHEET. SET EACH PLYINTO HOT ASPHALT.MASTIC ALL AROUNDEDGES OF ROOFING PLIESSTAINLESS STEEL RISERCLAMP ON METAL PLATEPREMOLDED PIPE FLASHING W/ SEAMTAPED FLANGES SET IN SPLIC ADHESIVE,APPLY EPDM LAP SEALANT TO THE ENDS.18X18X1/4 METAL PLATEWITH 12" DIA. HOLE.SHEET METALENCLOSURE SLOPEFOR DRAINAGEMINIMUM 4" CLEARANCEFROM PIPE TO TOP OF CURB.MINIMUM 2" BETWEEN PIPES.SHEET METAL COLLARSLOPE PIPES AWAYFROM HOODFASTENERSAPPROXIMATE 8" O.C.4" X 4" TREATEDRED WOOD(E) STRUCTURE(E) STRUCTURECEILINGFACTORY BRACKETS.CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM807DETAILSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011 CCCCTTDPTTTTTTEORCITINDICATES CONTROL PANEL TERMINALCONTACTSNCNONO - NORMALLY OPENNOHC - NORMALLY OPENNC - NORMALLY CLOSEDNCHO - NORMALLY CLOSEDCONTROL RELAYCRDISCONNECTCIRCUIT BREAKER3 PHASE MOTORMCONTROL POWER TRANSFORMERCONNECTIONXXXNO CONNECTIONXWIRE CONTINUATIONX-DRAWING SECTIONXXX-LINE NUMBERHAS CLOSEDHAS OPENED120 VAC, 1PH, 60Hz120V480VAC, 3PH, 60Hz480V, 3PHIINTERLOCKDETACHABLE CONNECTORFUSED TERMINAL BLOCKEARTH GROUNDMCC/FIELD TERMINALGENERAL PURPOSE TERMINALDIN TERMINAL BLOCKDEVICE SPECIFIC TERMINAL BLOCKPOWER SUPPLY FOR DC DEVICESPSABBR. / SYMBOLDESCRIPTION24V ACTSPTSPTAPE BACK SHIELDUTP #18TSPTSPCHSIGPOSCONNECT SHIELDS124V ACTSPTSPTAPE BACK SHIELDUTP #18TSPTSPCONNECT SHIELDS12POWERSIGNALMFT ACTUATOROTHER ACTUATOR TYPESTSPTSPTAPE BACK SHIELDTSPTSP2CONNECT SHIELDSSIGNAL120V ACTUATORDISCNOTES:2224V ACTSPTAPE BACK SHIELDUTP #18TSPCOPENCLOSEPOSCONNECT SHIELDSH24V ACUTP #18MFT ACTUATOR - FLOATING POINT33TEMPERATURE TRANSMITTER OR SENSORSHIELD TAPED BACKTHIS END (TYPICAL)AIR DIFFERENTIAL PRESSURE TRANSMITTEROUTDOOR TEMPERATURE/DWPOINT TRANSMITTER4.20 mA TO EMS (TT)4.20 mA TO EMS4.20 mA TO EMS4.20 mA TO EMSTSPTSPTSPTSPTWO WIRE LOOP POWERED4.5.3.2.VMEMEEMFC44444120 / 1∅DISCE111111NOTES:1CARBON DIOXIDE TRANSMITTER4.20 mA TO EMSTSP24V ACUTP #18POWERSIGNALGENERAL NOTES+24 VACNCCNONCCNO+24 VACOCCUPANCY SENSORS24V ACUTP #18POWERSIGNALIANALOGBINARYINTERLOCKFIRST LETTERSECOND LETTERMEASURED ORINITIATING VARIABLEMODIFIERREADOUT ORPASSIVE FUNCTIONOUTPUT FUNCTIONMODIFIERABCDEANALYSISBURNER COMBUSTIONCARBON DIOXIDEUSER CHOICEVOLTAGE-ALARM--USER CHOICEUSER CHOICEUSER CHOICE-CLOSEDCONTROL-----DIFFERENTIAL(PRIMARY ELEMENT)SENSOR---F FLOW RATERATIO (FRACTION)---USER CHOICEG-GLASS VIEWING DEVICE--HANDH---HIGHELECTRICAL CURRENTI-INDICATE--POWERJSCAN---TIME, TIME SCHEDULEKTIME, RATE OF CHANGE-CONTROL STATION-LEVELL-LIGHT-LOWUSER CHOICEMMOMENTARY--MIDDLEUSER CHOICEN-USER CHOICEUSER CHOICEINTERMEDIATEOCCUPANCYO-ORIFICE, RESTRICTION-OPENPRESSURE, VACUUMPPOINT(TEST CONNECTION)---QUANTITYQINTEGRATE, TOTALIZE---RADIATIONR-RECORD--SPEED, FREQUENCYSSAFETY-SWITCHSTOPTEMPERATURET-MULTIFUNCTIONTRANSMIT-MULTIVARIABLEU--MULTIFUNCTIONMULTIFUNCTIONVIBRATIONV-POINT(TEST CONNECTION)--MECHANICAL ANALYSISW WEIGHT, FORCE-WELL--STATUSXX-AXISUNCLASSIFIEDEVENT STATE ORPRESENCEYY-AXIS--POSITION, DIMENSIONZZ-AXIS-DRIVER ACTUATOR,-UNCLASSIFIEDUNCLASSIFIEDRELAY COMPUTE,CONVERTUNCLASSIFIED FINALCONTROL ELEMENTCONNECT SHIELDS480V, 3∅PUSHBUTTONSNORMALLY OPEN(MOMENTARY ACTION)NORMALLY CLOSED(MOMENTARY ACTION)DOUBLE CIRCUITNORMALLY OPEN & CLOSED(MOMENTARY ACTION)MUSHROOM HEADNORMALLY CLOSEDNORMALLY OPEN & CLOSEDDOUBLE CIRCUITSELECTOR SWITCH2 POSITIONSELECTOR SWITCH3 POSITION(MAINTAINED ACTION)XOOXOOXXOOSELECTORSWITCHESSOLENOIDCONTROL RELAYXXCRXXMSMOTOR STARTER/CONTACTORXXTRTIMER RELAYXXESCRESTOP CONTROL RELAYPILOT LIGHTXA-AMBERB-BLUEC-CLEARG-GREENR-REDW-WHTY-YELLOWXPILOT LIGHT PUSH TO TESTMPANEL WIRINGFIELD WIRINGFILED ENCLOSURECONNECTIONXXXNO CONNECTIONXWIRE CONTINUATIONX-DRAWING SECTIONXXX-LINE NUMBERSLIP RINGDETACHABLE CONNECTORFUSED TERMINAL BLOCKEARTH GROUNDCHASSIS GROUNDMCC/FIELD TERMINALGENERAL PURPOSE TERMINALDIN TERMINAL BLOCKDEVICE SPECIFIC TERMINAL BLOCKDISCONNECTCIRCUIT BREAKERFUSIBLE DISCONNECTTHERMAL OVERLOADMAGNETIC OVERLOAD3 PHASE MOTORMCONTROL POWER TRANSFORMERELAPSED TIME METERFLOW METERGAS SUPPLYHAND-AUTOHIGH-LOWHIGH-LOW-OFF-REMOTEHUMAN MACHINE INTERFACEHAND-OFF-AUTOHYDRAULIC SUPPLYHARDWIRED INPUT/OUTPUTINSTRUMENT AIRINSTRUMENT S.O.A.INSTRUMENTATION & CONTROLINPUT/OUTPUTJAVA APPLICATION CONTROL ENGINELOCAL CONTROL PANELLOCAL-OFF-REMOTELOCK-OUT-STOPMOTOR CONTROL CENTERNETWORK POINTNORMALLY OPENALTERNATING CURRENTACKNOWLEDGEANALOG INPUTALARMAUTO-MANUALANALOG OUTPUTAID SUPPLYBUILDING AUTOMATION SYSTEMCLOSECOMMON ALARMCATEGORY 5 CABLINGCONTROL RELAYCENTRAL ENERGY PLANTCONSTANT SPEED PUMPCARRIER COMFORT NETWORKDIRECT CURRENTDISTRIBUTED CONTROL SYSTEMDISCRETE INPUTDISCRETE OUTPUTEND OF LINEELECTRIC SUPPLYUNINTERRUPTIBLE POWER SUPPLYVARIABLE FREQUENCY DRIVEWATER SUPPLYDATAHIWAYDATAHIWAY PLUSMODBUSMODBUS PLUSPANELVIEWNORMALLY CLOSEDNITROGEN SUPPLYPLANT AIRPOWER SUPPLYPROPORTIONAL INTEGRALDERIVATIVEPROCESS & INSTRUMENTDIAGRAMPROGRAMMABLE LOGIC CONTROLLERPRESSURE REDUCING VALVEREGIONAL ENERGY EFFICIENCYPROJECT FACILTYREMOTE I/OSET POINTSTART-STOPSTEAM SUPPLYTRANSFER CONTROLPROTOCOL/INTERNET PROTOCOLTOTALIZATIONTIME PROPORTIONAL CONTROLTWISTED SHIELDED PAIRUSED WITH NUMBERS AS WIRINGREFERENCE POINTS TO SIMPLIFY WIRINGDIAGRAMLINE VOLTAGE WIRINGLINE VOLTAGE (120 VOLT) WIRINGLOW VOLTAGE (30 VOLT AND LESS)A.C. WIRINGLOW VOLTAGE (30 VOLT AND LESS)D.C. WIRINGTHESE TWO CABLES MAY BE COMBINED AS A 3 CONDUCTOR TWISTED SHIELDED.MAY BE IN COMMON CONDUIT.FEEDBACKTOCONTROLLERFEEDBACKPOWER120VTOCONTROLLERTOCONTROLLER120VPOSITION FEED BACK MAY NOT BE COMPATIBLE WITH TRIAC. VERIFY WITH ACTUATORMANUFACTURER.1/4" COPPER TUBE WHEN INSTALLED OUTDOORS OR INDOORSEXPOSED. POLY TUBE MAY BE USED INDOORS WHERE NOTEXPOSED. BY MECHANICAL CONTRACTORINSTALL SENSORS ON NORTHEXPOSURE ONLY AND COVERWITH SUN/RAIN SHIELDCONTROL PANELS REQUIRE 120VAC POWER. SEE THE CONTROLCONTRACTOR'S CONTROL SUBMITTAL DRAWINGS FOR QUANTITYAND LOCATION OF 120V POWER & DISCONNECT.FIRE SMOKE DAMPERS ARE ELECTRICALLY OPERATED. OPERATIONAND MONITORING MUST BE COORDINATED WITH THE LIFE SAFETYCONTRACTOR. SEE THE MECHANICAL DRAWINGS.WIRING DIAGRAMS ARE SHOWN FOR CONTROL SEQUENCE ANDFUNCTION ONLY. THE ELECTRICAL CONTRACTOR TO INSURE THATTHE ELECTRICAL PORTION OF THIS WORK IS INSTALLED PER CODE.LOW VOLTAGE CONDUIT & WIRE FURNISHED AND INSTALLED BYMECHANICAL CONTRACTOR. LINE VOLTAGE CONDUIT & WIREFURNISHED AND INSTALLED BY ELECTRICAL CONTRACTOR. REFERTO ELECTRICAL PLANS FOR COMMUNICATION PATHWAYS IDENTIFIEDON DRAWING COMMUNICATION CABLE IS BY CONTROLCONTRACTOR.FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR.FURNISHED, INSTALLED & TERMINATED BY ELECTRICALCONTRACTOR.FURNISHED BY MECHANICAL CONTRACTOR WIRED ANDTERMINATED BY ELECTRICAL CONTRACTOR.FURNISHED BY ELECTRICAL CONTRACTOR WIRED ANDTERMINATED BY MECHANICAL CONTRACTOR.FURNISHED BY EQUIPMENT VENDOR.FIRE ALARM CONTRACTOR.FURNISHED, INSTALLED AND WIRED BY CONTROL CONTRACTOR.J-BOX WITHIN REACH OF PIGTAIL.HIGH VOLTAGECOMPARTMENTCONTROLLERCOMPARTMENTDIN RAIL &TERMINAL STRIPSFOR FIELD WIRINGCONNECTIONSTYPICALCONTROLLER.CLEARANCES PERMANUFACTURER'SREQUIREMENTS FORVENTILATIONLABELCONTROLLERS &EACH DEVICEINSIDE PANELTYPICAL ISOLATIONRELAYS FORBINARY OUTPUTS.RELAYS TO HAVESTATUS LED ANDPUSH TEST.LABEL EACH RELAYWIRE DUCT TOSEPARATE POWER,CONTROLLER ANDTERMINAL STRIPCOMPARTMENTSDIN RAIL &TERMINAL STRIPSFOR FIELD WIRINGCONNECTIONSBARRIER120/24V ACPOWER SUPPLYDUPLEXRECEPTACLESMINIMUM 2" GAP. LABEL EACH WIRE USING WRAP AROUND OR HEAT-SHRINK LABEL,MACHINE PRINTED WITH POINT TAG. TEXT TO FACE OUTWARD.PROVIDE DEDICATEDRECEPTACLE FORDEVICES WITH PLUGIN POWER SUPPLIES1. REFER TO SPECIFICATION FOR ADDITIONAL REQUIREMENTS.2. THIS DETAIL IS A GENERALIZED DIAGRAM. PROVIDE SHOP DRAWING FOR EACH PANEL..3. PANEL DOOR TO HAVE POCKET FOR O&M MANUALS. PROVIDE LAMINATED AS BUILT PANELDRAWING ATTACHED TO INSIDE OF PANEL DOOR.4. PANEL TO HAVE PERFORATED BACKPLANE FOR ATTACHING INTERNAL COMPONENTS. DONOT SCREW THRU BACK OF PANEL.5. DO NOT CONNECT CONDUIT TO TOP OF PANELS THAT ARE LOCTED OUTDOORS.6. DO NOT MIX SIGNAL AND POWER WIRING IN THE SAME COMPARTMENT.7. MAINTAIN SEPARATION BETWEEN ANALOG SIGNAL, COMMUNICATION CABLES AND BINARYCABLES.8. PROVIDE GROUND BAR FOR TERMINATING SIGNAL GROUNDS.TO CONTROLLER DI24 VAC POWEROCCUPANCY SENSOR. WHENMULTIPLES ARE USED, WIRE INPARALLEL. ALL CONTACTS OPEN= UNOCCUPIED. ANY CONTACTCLOSED = OCCUPIEDTERMINALS FOR24V POWERDISTRIBUTIONPRIMARYLOCATION***NORMALLYACCESSIBLE TOOPERATORFIELDMOUNTEDAUXILIARYLOCATION***NORMALLYACCESSIBLE TOOPERATORDISCRETEINSTRUMENTSHARED DISPLAY,SHARED CONTROLCOMPUTER FUNCTIONPROGRAMMABLE LOGICCONTROLLER***NORMALLY INACCESSIBLE OR BEHIND-THE-PANEL DEVICESOR FUNCTIONS MAY BE DEPICTED BY USING THE SAMESYMBOL BUT WITH DASHED HORIZONTAL BARS, I.E.DESCRIPTIONLOW VOLTAGE ELECTRICALANALOG SIGNALLOW VOLTAGE ELECTRICALBINARY SIGNAL OR POWERHYDRAULIC ORPNEUMATIC SIGNALELECTRICAL POWERNETWORKCOMMUNICATION CABLEACACKAIALAMAOASBASCCACAT5CRCEPCSPCNNDCDCSDIDOEOLESETMFMGSHAHLHLORHMIHOAHSHWIAISAI&CI/OJACELCPLORLOSMCCNETN.O.N.C.NSPAPSPIDP&IDPLCPRVREEPRIOSPS/SSSTCP/IPTOTTPCTSPUPSVFDWSDHDH+MBMB+PV1.CONTROL'S CONSTRUCTOR TO COORDINATE WITH CITY OF CARLSBADAND SAFETY CENTER BUILDING MANAGEMENT FOR SELECTION OFFIELD, EQUIPMENT CONTROLLERS AND INTEGRATION WITH EXISTINGBAS.WIRING DIAGRAM SYMBOLSGENERAL NOTESSYSTEM SCHEMATIC IDENTIFICATION LETTERSTYPICAL DEVICE HOOKUPINSTRUMENT LINE SYMBOLTYPICAL CONTROL PANELABRREVIATIONSHAND SWITCHESPROCESS DEVICESPOWER SYMBOLSWIRING SYMBOLSCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM821CONTROL DIAGRAMSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21 BOOSTER FAN AH U D 054 POLE, 10 HP, 7.5k W, 380/415V1450 RPM, 16.2 A, 60 Hz,Bearing 6308, 6306ZZ,Serial No. 10730023063-1Putar a n l a w a n j a r u m j a m F L E C O Mod e l : 2 4 - 6 9 8 1 5 A G G 4 S i z e : 1 2 " 2 4 " 2 " E f f i c i e n c y : 3 0 % C a p a c i t y : . . . . M ³ ( . . m / S e c ) I n i t i a l P D : . . . m m H ∅ O F L O W M A S T E R ( A H U - D 0 4 ) M o d e l : 9 D H D X 2 a - 3 5 S e r i a l N o : F M . 0 8 0 0 1 5 5 . 0 2 A i a r f l o w : 5 9 0 0 C F M . S t a t i c . P r e s s : 3 . 5 " W gT o t al Co o lin g : 2 50 . 00 0 B t u C o i l 6 R o w 1 2 F p i 1 0 6 1 A r e a ( M 2 ) C i r c u i t : 2 C i r c u i t T o t a l H e a t i n g - B t u h C o i l - R o w , - F p i , - A r e a ( M ² ) C i r c u i t - C i r c u i t , - G p m . W e i g h t 2 2 6 k g . E L E C R I C A L 3 8 0 V , 3 p h . 5 0 H z M o t o r 1 0 H P , 7 . 5 k W , 4 P o l e F L A 1 6 . 2 A m p . S u c t i o n D i a C i r . 1 C i r . 2 C i r . 3 S u c t i o n 1 1 8" 1 3 8" - L i q u i d 5 8" 3 4" -W at er in - W a t e r o u t - D r a i n - M a n u f a c t u r e d . P T . S u r y a D e h u m i x i n d o J l . K H . H a s y i m A s h a r i G g . A m b o m N o . 1 3 6 . P i n a n g T a n g e r a n g , I n d o n e s i a , T e l p . 6 2 2 1 9 2 7 0 0 6 7 F a x . 6 2 2 1 7 3 4 5 0 7 3 9 , E m a i l S a g . P r o d u c t i o n @ Y a h o o . c o m FRONT ENDBOOSTER FAN AH U D 054 POLE, 10 HP, 7.5k W, 380/415V1450 RPM, 16.2 A, 60 Hz,Bearing 6308, 6306ZZ,Serial No. 10730023063-1Putar a n l a w a n j a r u m j a m F L E C O Mod e l : 2 4 - 6 9 8 1 5 A G G 4 S i z e : 1 2 " 2 4 " 2 " E f f i c i e n c y : 3 0 % C a p a c i t y : . . . . M ³ ( . . m / S e c ) I n i t i a l P D : . . . m m H ∅ O F L O W M A S T E R ( A H U - D 0 4 ) M o d e l : 9 D H D X 2 a - 3 5 S e r i a l N o : F M . 0 8 0 0 1 5 5 . 0 2 A i a r f l o w : 5 9 0 0 C F M . S t a t i c . P r e s s : 3 . 5 " W gT o t al Co o lin g : 2 50 . 00 0 B t u C o i l 6 R o w 1 2 F p i 1 0 6 1 A r e a ( M 2 ) C i r c u i t : 2 C i r c u i t T o t a l H e a t i n g - B t u h C o i l - R o w , - F p i , - A r e a ( M ² ) C i r c u i t - C i r c u i t , - G p m . W e i g h t 2 2 6 k g . E L E C R I C A L 3 8 0 V , 3 p h . 5 0 H z M o t o r 1 0 H P , 7 . 5 k W , 4 P o l e F L A 1 6 . 2 A m p . S u c t i o n D i a C i r . 1 C i r . 2 C i r . 3 S u c t i o n 1 1 8" 1 3 8" - L i q u i d 5 8" 3 4" -W at er in - W a t e r o u t - D r a i n - M a n u f a c t u r e d . P T . S u r y a D e h u m i x i n d o J l . K H . H a s y i m A s h a r i G g . A m b o m N o . 1 3 6 . P i n a n g T a n g e r a n g , I n d o n e s i a , T e l p . 6 2 2 1 9 2 7 0 0 6 7 F a x . 6 2 2 1 7 3 4 5 0 7 3 9 , E m a i l S a g . P r o d u c t i o n @ Y a h o o . c o m EEEEEEEEEEEEEEEEEFRE Q U E N C Y DRI VEP OWE RA LA RMVARIA BLEFRE QUE NCY DRI V E P O W E R A L A R M VARIA B L E HOUSINGMOTORFANFRE Q U E N C Y DRI VEP OWE RA LA RMVARIA BLEFRE QUE NCY DRI V E P O W E R A L A R M VARIA B L E FRE QUE NCY DRI V E P O W E R A L A R M VARIA B L E HOUSINGMOTORFANEEEEEEEEEBO O S T E R F A N A H U D 0 54 PO LE, 10 HP, 7. 5kW, 380/415V 1450 RPM , 1 6 . 2 A , 6 0 H z , Bear i n g 6 3 0 8 , 6 3 0 6 Z Z , Ser i a l N o . 1 0 7 3 0 0 2 3 0 6 3 - 1 Put a r a n l a w a n j a r u m j a m FLECOM o d e l : 2 4 - 6 9 8 1 5 A G G 4 Size : 1 2 " 2 4 " 2 " E f f i c i e n c y : 3 0 % C a p a c i t y : . . . . M ³ ( . . m / S e c ) I n i t i a l P D : . . . m m H ∅ O F L O W M A S T E R ( A H U - D 0 4 ) M o d e l : 9 D H D X 2 a - 3 5 S e r i a l N o : F M . 0 8 0 0 1 5 5 . 0 2 A i a r f l o w : 5 9 0 0 C F M . S t a t i c . P r e s s : 3 . 5 " W gT ota l C ooling : 2 50. 000 BtuC o il6 Row 12 Fpi1061 Area (M 2) C i r c u i t : 2 C i r c u i t T o t a l H e a t i n g - B t u h C o i l - R o w , - F p i , - A r e a ( M ² ) C i r c u i t - C i r c u i t , - G p m . W e i g h t 2 2 6 k g . E L E C R I C A L 3 8 0 V , 3 p h . 5 0 H z M o t o r 1 0 H P , 7 . 5 k W , 4 P o l e FLA 1 6 . 2 A m p . S u c t i o n D i a C i r . 1 C i r . 2 C i r . 3 S u c t i o n 1 1 8 " 1 3 8 " - L i q u i d 5 8 " 3 4 " - W a t e r i n -W ater out -D rain - M a n u f a c t u r e d . P T . S u r y a D e h u m i x i n d o Jl. K H . H a s y i m A s h a r i G g . A m b o m N o . 1 3 6 . P i n a n g T a n g e r a n g , I n d o n e s i a , T e l p . 6 2 2 1 9 2 7 0 0 6 7 Fax. 6221 7 3 4 5 0 7 3 9 , E m a i l S a g . P r o d u c t i o n @ Y a h o o . c o m BO O S T E R F A N A H U D 0 5 4 PO L E , 1 0 H P , 7 . 5 k W , 3 8 0 / 4 1 5 V 1450 RPM , 1 6 . 2 A , 6 0 H z , Bear i n g 6 3 0 8 , 6 3 0 6 Z Z , Ser i a l N o . 1 0 7 3 0 0 2 3 0 6 3 - 1Put ar an lawan jar um jam FLECOModel : 24-69815AG G 4 S i z e : 1 2 " 2 4 " 2 " E f f i c i e n c y : 3 0 % C a p a c i t y : . . . . M ³ ( . . m / S e c ) I n i t i a l P D : . . . m m H ∅ O F L O W M A S T E R ( A H U - D 0 4 ) M o d e l : 9 D H D X 2 a - 3 5 S e r i a l N o : F M . 0 8 0 0 1 5 5 . 0 2 A i a r f l o w : 5 9 0 0 C F M . S t a t i c . P r e s s : 3 . 5 " W g T o t a l C o o l i n g : 2 5 0 . 0 0 0 B t u C o i l 6 R o w 1 2 F p i 1 0 6 1 A r e a ( M 2 ) C i r c u i t : 2 C i r c u i t T o t a l H e a t i n g - B t u h C o i l - R o w , - F p i , - A r e a ( M ² ) C i r c u i t - C i r c u i t , - G p m . W e i g h t 2 2 6 k g . E L E C R I C A L 3 8 0 V , 3 p h . 5 0 H z M o t o r 1 0 H P , 7 . 5 k W , 4 P o l e FLA 1 6 . 2 A m p . S u c t i o n D i a C i r . 1 C i r . 2 C i r . 3 S u c t i o n 1 1 8" 1 3 8" -L i q u i d 5 8 " 3 4 " - W a t e r i n - W a t e r o u t - D r a i n - M a n u f a c t u r e d . P T . S u r y a D e h u m i x i n d o Jl. K H . H a s y i m A s h a r i G g . A m b o m N o . 1 3 6 . P i n a n g T a n g e r a n g , I n d o n e s i a , T e l p . 6 2 2 1 9 2 7 0 0 6 7 Fax. 6221 7 3 4 5 0 7 3 9 , E m a i l S a g . P r o d u c t i o n @ Y a h o o . c o m BO O S T E R F A N A H U D 0 5 4 PO L E , 1 0 H P , 7 . 5 k W , 3 8 0 / 4 1 5 V 1450 RPM , 1 6 . 2 A , 6 0 H z ,Bear ing 6308, 6306ZZ, Ser i a l N o . 1 0 7 3 0 0 2 3 0 6 3 - 1 Put a r a n l a w a n j a r u m j a m FLECOM o d e l : 2 4 - 6 9 8 1 5 A G G 4Size : 12" 2 4" 2"E fficiency : 30% C a p a c i t y : . . . . M ³ ( . . m / S e c ) I n i t i a l P D : . . . m m H ∅ O F L O W M A S T E R ( A H U - D 0 4 ) M o d e l : 9 D H D X 2 a - 3 5 S e r i a l N o : F M . 0 8 0 0 1 5 5 . 0 2 A i a r f l o w : 5 9 0 0 C F M . S t a t i c . P r e s s : 3 . 5 " W g T o t a l C o o l i n g : 2 5 0 . 0 0 0 B t u C o i l 6 R o w 1 2 F p i 1 0 6 1 A r e a ( M 2 ) C i r c u i t : 2 C i r c u i t T o t a l H e a t i n g - B t u h C o i l - R o w , - F p i , - A r e a ( M ² ) C i r c u i t - C i r c u i t , - G p m . W e i g h t 2 2 6 k g . E L E C R I C A L 3 8 0 V , 3 p h . 5 0 H z M o t o r 1 0 H P , 7 . 5 k W , 4 P o l e FLA 1 6 . 2 A m p . S u c t i o n D i a C i r . 1 C i r . 2 C i r . 3 S u c t i o n 1 1 8 " 1 3 8 " - L i q u i d 5 8" 3 4" -W a t e r i n - W a t e r o u t - D r a i n - M a n u f a c t u r e d . P T . S u r y a D e h u m i x i n d o Jl. K H . H a s y i m A s h a r i G g . A m b o m N o . 1 3 6 . P i n a n g T a n g e r a n g , I n d o n e s i a , T e l p . 6 2 2 1 9 2 7 0 0 6 7 Fax. 6221 7 3 4 5 0 7 3 9 , E m a i l S a g . P r o d u c t i o n @ Y a h o o . c o m SWITCH1CRAC2CRACDRAINAAVDRAINCHWRCHWSAHU-1(N)CHW COILAAVDRAINDCWWMPRVDRAINDRAINFILLQUICKPRVRPB1" CWVFDFLEXCPFLEXDIDO AOPULSEDOHILOVFDVFDAAVDCWWMPRVDRAINDRAINFILLQUICKPRVCPMPGGPRAIDOAODOAOAIDRAINAIAIAIAIDIDO AOPULSEAAVDXXX GPMAIAORPBREFER TO PLUMBING PLANS FOR BACKFLOW PREVENTERAI6.3 GAL3"21/2"3"4"4"2"2"AO460V/3pAIAHU-2(N)CHW COILEXISTING BUILDING VLANIPIP(N)HWHWHWASCASCASCHWASCDATA/ ELECT. ROOM (TYP)EXDATA/ ELECT. ROOM (TYP)EXDATA/ ELECT. ROOM (TYP)EXDATA/ ELECT. ROOM (TYP)DATA/ ELECT. ROOM (TYP)69VBH70VBH71VBH72VBH73VBH74VBH68CVBHPUMPPUMP1B1CH8AC9AC5FC9FCMS/TPHWHW3P4PASC : APLICATION SPECIFIC CONTROLLER, RELIANCE BACNET MS/TPFRONT END: CARRIER i VUVFDLINE VOLTAGE AC WIRINGMSTP COMMUNICATION WIRINGCAT-6 ETHERNET CABLINGHARDWIREDRIODATA/ ELECT. ROOM (TYP)DATA/ ELECT. ROOM (TYP)DATA/ ELECT. ROOM (TYP)6FCRIORIO : REMOTE INPUT/OUTPUT, RELIANCE BACNET MS/TPMS/TPMS/TPMS/TPEF-XHW1NO SCALENETWORK RISER DIAGRAM2NO SCALECHILLED WATER SYSTEM P&ID3NO SCALEHEATING WATER P&IDDRAINMAKE UP WATERCONSUMPTIONCH-1 ALARMCH-1 TEMP. SET POINTCH-1 START / STOPNETWORK CON.CHWP-2 START / STOPHW DIFFERENTIALPRESSUREBACNET MS/TPRS485 BACNETMS/TPHWP-3 START / STOPHWP-3 SPEEDCOMMANDHW FLOWDISTRIBUTION HWRTEMP.SYSTEM PRESSUREHWS TEMP.MAKE UP WATERCONSUMPTIONPHWP-1 STATUS,AMPSH-1 ALARMH-1 TEMP. SET POINTH-1 START / STOPHWP-4 START / STOPHWP-4 SPEEDCOMMANDNETWORK CON.MODULATING PREHEAT VALVE CONTROLLED BY HEATERINTERNAL CONTROLLER TO MAINTAIN MINIMUM 120°F INLETTEMPERATURE.HEATER PRIMARY PUMP WIRED TO HEATER ECONOMIZERCONTROLLER.ONICON F 4600 INLINE FLOW METER. 2", 1 PSIG @ 100 GPM. 0.2GPM MINIMUM FLOW. NPT CONNECTION. 4.20 mA. USED FORBYPASS VALVE CONTROL AND ENERGY TRENDINGSETRA DIFFERENTIAL PRESSURE TRANSMITTER 0-100 PSI. 3-WAYMANIFOLD 4.20 mA. 2 WIRENETWORK CONNECTIONVALVE COMMANDVALVE POSITIONFLOW CONTROL VALVE TO MAINTAIN MINIMUM SYSTEM FLOW ANDTEMPERATURE IN SECONDARY LOOP.FOR GAS CONNNECTIONS, REGULATING VAVES AND MAKEUPWATER CONNECTIONS SEE PLUMBING DRAWINGSPLANT HWR TEMP.KEYNOTES:PHWP-2 SPEEDSIGNALCHW DIF PRESSUREINTERNETFIREWALLWEB ACCESSEXISTING DESKTOPOR LAP TOP PC'SWEB ACCESSEXISTING DESKTOPOR LAP TOP PC'SLOCATION:CITY OFFICEBASTEMPBASTEMPBASTEMPBASTEMPBASTEMPEOLEOLBASTEMPBASTEMPBASTEMPEOLEOLFOR ANY EXHAUST FANS ON ROOF THATHAVE NOT BEEN INTEGRATED ALREADYIN EXISTING BMS, HARDWIRE TONEAREST RTU APLICATION SPECIFICCONTROLLER OR GROUP TOGETHERFANS AND ADD A REMOTE INPUT/OUTMODULE AND CONECT TO NEAREST RTUWITH AN MS/TP COMMUNICATION CABLEPUMPPUMPHWHWVFD(N) CHILLER1P2P1AH2AH2FC3FC4FCBASTEMPDATA/ ELECT. ROOM (TYP)7FC8FC1VBH2VBH3VBH4VBH33VBH34VBH35VBH36VBH68VBH32VBHCHWPCHWPHHWPHHWP1CH(N) CHILLERHWDOAS CNTRL1DOASCSI 225 CNTRLDRYER 184 CNTRLRIOHWVFD2SAV3SAV2EAV3EAV4EAVDRVBH1VAV1FEFEOLHWHWHWHWHWHWHWHWHWHWTYPICAL VAV REHEAT COILSSELECTED FORMAX 190° F HWSMIN 30°ΔTMAX 90° F SUPPLY AIRTYPICAL VAV REHEAT COILSSELECTED FORMAX 190° F HWSMIN 30°ΔTMAX 90° F SUPPLY AIRAIVALVE SIGNALVALVE POSITIONAORS485 BACNETMS/TPLEVEL 1LEVEL 2AAV AAVAICHW WATER FLOWAIHW WATERFLOWMS/TPEOLMS/TP68AVBH68BVBH75VBH67VBHEOLMS/TPMS/TP78VBH79VBH76VBH77VBH80VBHBASTEMPDATA/ ELECT. ROOM (TYP)11FC10FCBAYSENS924AHWASC1AC2AC3AC4ACIPROUTER : ROUTER FOR CONVERTING SERIAL MS/TP TO IP2FC3FC4FCHWHWMS/TPMS/TPMS/TPMS/TPMS/TPSETRA 230 0-100 PSID, 3 VALVE MANIFOLD, 4-20 mA, CALIBRATIONCERTIFICATE AH5. CONNECT LOW PRESSURE TO UPSTREAM SIDE OFPUMP. BI-DIRECTIONAL ± 25 PSID.TEMPERATURE TRANSMITTER NEMA 4. 4.20 mA, PROBE LENGTH TOCENTER OF PIPE. STAINLESS STEEL WELL WITH 2" EXTENSION FORINSULATION.KEYNOTES:460V/3p460V/3pVFD460V/3pDOCHWP-1 START / STOPAOPHWP-1 SPEEDSIGNAL4"21/2"21/2"21/2"21/2"21/2"3"3"2-1/2"2-1/2"2-WAY VALVE CONTROLLED FROM AHU CONTROLLERCARRIER i VU COMPATIBLE CONTROLLEREXTERNAL CONTROLLERAICHWR TEMP.AICHWS TEMP.4"4"SENSORS AND FLOW SWITCH PROVIDED BY CHILLERMANUFACTURER AND WIRED TO CHILLER ON BOARD CONTROLLERONICON F 4600 INLINE FLOW METER. 4", 1.5 PSIG @ 110 GPM. 0.5GPM MINIMUM FLOW. FLANGE CONNECTION. 4.20 mA. USED FORBYPASS VALVE CONTROL AND ENERGYTRENDINGNETWORK CONNECTION3" 2-WAY GLOBE VALVE, Cv=100, EQUAL PERCENTAGE ACTUATOR,24 VAC, 4-20mA CONTROL AND FEEDBACK SIGNAL, MIN RANGEABILITYONICON F 4600 INLINE FLOW METER. 4", 1.5 PSIG @ 110 GPM. 0.5GPM MINIMUM FLOW. FLANGE CONNECTION. 4.20 mA. USED FORBYPASS VALVE CONTROL AND ENERGYTRENDINGVARIABLE FREQUENCY DRIVE PROVIDED BY PUMP MANUFACTURERVARIABLE FREQUENCY DRIVE PROVIDED BY PUMP MANUFACTURER1-1/2" 2-WAY GLOBE VALVE, Cv=25, EQUAL PERCENTAGE ACTUATOR,24 VAC, 4-20mA CONTROL AND FEEDBACK SIGNALORDER WITH BACnet MS/TP NETWORK PROTOCOLORDER WITH BACnet MS/TP NETWORK PROTOCOL4"4"3"4"50HWSHWRHWRHWRHWSHWSHWSTEMPERATURE TRANSMITTER NEMA 4. 4.20 mA, PROBE LENGTH TOCENTER OF PIPE. STAINLESS STEEL WELL WITH 2" EXTENSION FORINSULATION.PRESSURE TRANSDUCER 0-100 PSI SAME OR EQUAL TO SETRA100P, 4-20mA OUTPUT SIGNAL6.3 GALAHU-3(E)CHW COIL1"1"1-1/2"3"4"4"1-1/2"HWSMART T-STAT7AC10ACMS/TPBAYSENS924AMS/TPBAYSENS924AMS/TPHWSMART T-STATHWSMART T-STATHWSMART T-STATTTTTP4P3B1P1CPF2ET2AS2P2P1ET1AS1CPF1134212345555675775634212215666443677888999999551010101011112PITTFC ZTPIFS TITTITPDTTTFC ZTFITFITTITTITTTFC ZTPIFQPDTPIMSC XCMPISC XCPIPTPITTTETC YAXCPITIMTITIITFQTTFTFC ZTTTXC SCFC ZTMMXC SCBOILERCHILLERCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM822CONTROL DIAGRAMSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011 CHILLED WATER COIL CC-XSAMMMEAD2PRE-FILTER PF-XIAIAI AIAIAIAIAOAIAOAIAOSF X.1SF X.2SF X.3SF X.4RAD1RARFX.1LHLHLHIDICHWRCHWSAOAIFINAL FILTER FF-XAIRFX.2RFX.3AIAODI DOISFRFAIAIAIAIFIRE ALARM NOTESKEYNOTESAIAODI DOIBACnet MS/TPBACnet MS/TPCHILLED WATER COIL CC-XSAMMMEAD2PRE-FILTER PF-XIAIAI AIAIAIAIAOAIAOAIAOSF X.1SF X.2RAD1RARFX.1LHLHLHIDICHWRCHWSAOAIFINAL FILTER FF-XAIRFX.2AIAODI DOISFRFAIAIAIAIAIAODI DOIBACnet MS/TPBACnet MS/TP1NO SCALEVAV AIR HANDLER SCHEMATIC AH-12NO SCALEVAV AIR HANDLER SCHEMATIC AH-2SPACE PRESSURE DIFFERENTIAL TRANSMITTER LOCATEDIN CONTROL PANEL 4.20 mA 2 WIRE.DWYER SPACE PRESSURE TIP A-465. MOUNT IN CEILING.DWYER AMBIENT PRESSURE TIP. A-420A. EXTEND TUBING TO LOCATEABOVE AHU ROOF.NETWORK COMMUNICATION BACnet MS/TP TO ARRAY CONTROLPANEL PROVIDES ADDITIONAL DATA . FAN ARRAY CONTROL PANELSMOKE DETECTOR WITH MULTIPLE CONTACTS TO INTERLOCK WITHACTUATOR SHALL HAVE 2-10VDC CONTROL SIGNAL AND POSITIONFEEDBACK 4-20mA OR 0-10 VDC.INDICATING ANALOG PRESSURE TRANSMITTER / GAUGE. 4.20mASIGNAL. DWYER 605 MOUNT ON FACE OF CONTROL PANEL. EXTENDTUBING TO FILTER COMPARTMENT.ARRAY CONTROL PANEL AND SINGLE POINT POWER CONNECTION.NOT USEDBACnet MS/TP CONTROLLER. COMPATIBLE WITH EXISTING CARRIERDIFFERENTIAL PRESSURE TRANSMITTER FOR SUPPLY FANSPEED CONTROL. HIGH PRESSURE TIP IN SUPPLY DUCT.TRANSMITTER LOCATED IN CONTROL PANEL.HIGH PRESSURE SAFETY WITH MANUAL RESET. 0-5" W.G. PRESSURESWITCH. SET AT 4" W.G. LOCATE IN POWER PANEL.QUANTITY OF ACTUATORS VARIES FROM ONE TO FOUR. VERIFY FOREACH AIR HANDLER.NEW 2-WAY CONTROL VALVE. FULL OPEN PRESSURE DROP EQUALTEMPERATURE TRANSMITTER SIEMENS 533-380-24 OR EQUALAVERAGING WITH FLEXIBLE PROBE. 4.20 mA SIGNALTEMPERATURE TRANSMITTER SIEMENS 533-380-16 AVERAGING OREQUAL WITH FLEXIBLE PROBE. 4.20 mA SIGNALAMBIENT TEMPERATURE / RH TRANSMITTERS. OMIT IF BUILDING HASWEATHER STATION. IF SENSOR MALFUNCTIONS OR GOES DOWN, IT1. SMOKE DETECTOR IN AC SUPPLY CONNECTION ISINSTALLED BY FIRE ALARM CONTRACTOR.2. FIRE ALARM IS GENERAL ALARM. ANY SMOKE OR FIREDETECTION SHALL SHUT DOWN AC UNITS & CLOSE EVERYSMOKE FIRE DAMPER.1. DIAGRAMS ARE TYPICAL FOR AIR HANDLING SYSTEMS .AH1, 2.2. NETWORK VARIABLES SHALL BE SENT TO CENTRAL COOLING PLANTAND HEATING PLANT FOR OPTIMIZATION.a. CHILLED WATER COIL VALVE % POSITION FROM FEEDBACK.b. SPACE HEATING DEMAND % OF HEATING LOOP SIGNAL.c. HEATING WATER COIL VALVE % POSITION FROM FEEDBACK.d. SPACE COOLING DEMAND. % OF COOLING LOOP SIGNAL.e. VALVE POSITIONS ARE USED FOR PUMP PRESSUREOPTIMIZATION. SPACE HEAT AND COOLING SIGNALS ARE USEDFOR WATER TEMPERATURE SETPOINT OPTIMIZATION.EAD COMMANDEAD POSITIONRAD COMMANDRAD POSITIONMIXED AIR TEMP.PRE-FILTER DPSUPPLY DUCT PRESSURESUPPLY DUCT TEMP.SPACE PRESSURECONTROLLEROAD COMMANDOAD POSITIONHIGH PRESSURE & SMOKEDETECTOR ALARMCHW V COMMANDCHW V POSITIONFINAL FILTER DPECONOMIZEROADRF ARRAY SPEED SIGNALRF ARRAY FLOW FDBKRF ARRAY SPEED ALARMRF ARRAY S / SSPACEAMBIENT RELATIVEHUMIDITYAMBIENT TEMPERATURECHWR TEMPERATURECHWS TEMPERATUREARRAYCONTROLPANELARRAYCONTROLPANELSF ARRAY SPEED SIGNALSF ARRAY FLOW FDBKSF ARRAY ALARMSF ARRAY S / SEAD COMMANDEAD POSITIONRAD COMMANDRAD POSITIONMIXED AIR TEMP.PRE-FILTER DPSUPPLY DUCT PRESSURESUPPLY DUCT TEMP.SPACE PRESSURECONTROLLEROAD COMMANDOAD POSITIONHIGH PRESSURE & SMOKEDETECTOR ALARMCHW V COMMANDCHW V POSITIONFINAL FILTER DPECONOMIZEROADRF ARRAY SPEED SIGNALRF ARRAY FLOW FDBKRF ARRAY SPEED ALARMRF ARRAY S / SSPACEAMBIENT RELATIVEHUMIDITYAMBIENT TEMPERATURECHWR TEMPERATURECHWS TEMPERATUREARRAYCONTROLPANELARRAYCONTROLPANELSF ARRAY SPEED SIGNALSF ARRAY FLOW FDBKSF ARRAY ALARMSF ARRAY S / SAFMSAIMIN OA AIR FLOWAFMSAIMIN OA AIR FLOWPROVIDED BY FAN ARRAY MANUFACTURERFAN SHUT DOWN AND FIRE ALARM.i VU BAS NETWORK ARCHITECTURENOT USEDNEW TUBING TO ROOF.TO ALLOW SECURE ACCESS TO THE NATIONAL WEATHER SITEAND RETRIEVE WEATHER INFORMATION FOR AREA.TEMPERATURE TRANSMITTER. 4.20 mA, PROBE LENGTHTO CENTER OF PIPE. STAINLESS STEEL WELL WITH 2"EXTENSION FOR INSULATION.TO COIL(S)312576661011881374141417182019211918GENERAL NOTES20201234567101289111314151617182019431257666101188137414141418161517191820204YASFCZTFCZTFCZTTTPDITDPITPDTTTFEFEFEFEFEFEFEPDSHFCZTPDITSTSC XCYARTTTTTTTSTSC XCYAYASFCZTFCZTFCZTTTPDITDPITPDTTTFEFEFEFEPDSHFCZTPDITSTSC XCYARTTTTTTTSTSC XCYAFITFITMMMMMMMMMMMCIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM823CONTROL DIAGRAMSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 01111111 100%COOLINGSIGNAL5%COOLINGSIGNAL0.15CFM / FTZONE COCASE ZONE CO2 READING15 CFM /PERSON2 SENSOR OUTPUT, PPMMINIMUM ZONEAIRFLOW SETPOINTZONE DAMPERMINIMUM OA AIRFLOW SETPOINTAIR HANDLERAIR HANDLER CONTROL BASED ON WORST0%COOLINGSIGNALOUTDOOR AIR TEMP.9NO SCALECHILLED WATER TEMPERATURE RESETSIZE MATERIALDP/1001/2131.43/41-1/4331.91632.321032.61-1/2163333533.62-1/2602.844922.12304* NOT IN OCCUPIED SPACE.3.06 *HEAT REQUESTSNOTES:OUTDOOR AIR TEMP.10NO SCALE HOT WATER PRESSURE DEMAND RESET11NO SCALEHOT WATER SUPPLY TEMPERATURE RESET12NO SCALEHWS/R PIPE SIZING TABLE66*6603.00% OPEN100% OPENR E T U R N /E X H A U S T D A M P E R CHILLED WATER VALVEACTUATOR POSITIONOSA TEMP. > RETURN TEMP.OSA TEMP. < RETURN TEMP.12345672 443 2RETURN/EXHAUSTOAD AND MOADNUMBER OF COOLING REQUESTSPRESSURE REQUESTS2NOTES:Y° F58° F65° FOUTDOOR TEMPERATURE3NO SCALEDEMAND RESET FORSUPPLY AIR TEMPERATURE SETPOINT6NO SCALEDEMAND RESET FORSUPPLY FAN PRESSURE SETPOINT7NO SCALESUPPLY AIR TEMPERATURE SET POINT8NO SCALEDCV CONTROL- -DAMPERKEY NOTES:GENERAL NOTES:HIGH VENTILATIONLOW VENTILATIONOAD1NO SCALEVAV AIR HANDLER CONTROL WITH RETURN FAN40 50 60 70 8040CHILLED WATER TEMP.30424446485090 100 110525456UPPER BOUND OFRESET RANGELOWER BOUND OFRESET RANGESHADED AREA ISRANGE OFDEMAND BASEDRESETVEL.FPSMAX.FLOWCOPPERLCOPPERLCOPPERLCOPPERLCOPPERLCOPPERLSTL.STNDSTL.STNDSTL.STND012 354-2 psigPRESSURE SETPOINT CHANGEPER TIME INTERVAL0+2 psigNO SETPOINT CHANGE40 50 60 70 80HOT WATER SUPPLY TEMP.30110120130140150160170180UPPER BOUND OFRESET RANGELOWER BOUND OFRESET RANGESHADED AREA ISRANGE OFDEMAND BASEDRESET90STL.STND1. HEAT REQUEST GENERATED FOR EACH HEATING VALVE WHEN HOT WATER VALVE POSITION≥ 99% FULLTRAVEL. ASSIGN EACH VALVE A REQUEST VALUE OF 1 (ADJ.).2. TREND EACH ZONE'S REQUEST. PRIORITY OF ZONE MAY BE INCREASED OR ELIMINATED BY ADJUSTINGREQUEST VALUE. A ZERO VALUE ELIMINATES ZONE FROM AFFECTING PRESSURE SET POINT.3. HW PUMP OPERATES ANYTIME SYSTEM IS SCHEDULED TO OPERATE, IN WARMUP, NIGHT SETBACK OROFF HOUR USE AND A VALVE IS OPEN. BYPASS VALVE MAINTAINS MINIMUM FLOW.TOSA<TRATOSA≥TRAMODE MOADOFF OR SD SHUTDOWNCOOLINGTOA > TRA> TSACOOLING + ECONOMIZERTS-SP < TOA≤ TRAECONOMIZERTOSA < TSA-SP& TMA≥ TSA-SPWARM UP & NIGHT SETBACKCOOL DOWN & NIGHT SETUPPURGE OPERATES NORMAL MODES - FOR 1 HOUR IMMEDIATELY PRIOR TOOCCUPANCY. OUTDOOR AIR SHALL BE MINIMUM OF SEC 120.1(b)2 OR 3 COMPLETE AIRCHANGES.RADEADPDSPACETSATMATRATOAAFSAFRVFDSFVFDRFCHWVCLOSEDMOD(DCV)100%OPENMOD(TSA)CLOSEDOPENMOD(DCV)100%CLOSEDMOD(TS)OPENOPENCLOSEDMOD(PS)MOD(PS)MOD(PS)MOD(PS)MOD(PS)0- - - - 0 0AFOA = ØAFOA = ØOFF OFF CLOSEDCLOSEDCLOSEDMOD(PDSA)MOD(TS)MOD(TS)MOD(TS)PDS ROOM PRESSURE SET POINT IS +0.03" W.G. (ADJ.).TSA SET POINT. REFER TO GRAPHIC 5 / M50.00.02TMA MONITORS FOR PROPER DAMPER OPERATION.TRAUSED FOR ECONOMIZER SWITCHOVER.TOA USED FOR ECONOMIZER SWITCHOVER.SUPPLY AIR FLOW USED FOR RETURN FAN TRACKING CONTROL.RETURN AIR FLOW SET POINT, AIRFLOW_AR , IS BASED ON EQUATION:LOW AIRFLOW_OSA = AIRFLOW_SA - AIRFLOW_RA + AIRFLOW_EAAIRFLOW_EA IS ADJUSTABLE CONSTANT TO ACCOUNT FOR BUILDING EXHAUST. FIELDDETERMINED BY TAB CONTRACTOR. REFER TO DETAIL 6 / M50.00.02 , SOLVE FOR AIRFLOW_RA.NOTES:T SA SET POINT IS 70° F (ADJ.) DURING MORNING WARM-UP AND NIGHT SETBACK.MOD = MODULATING(x) = CONTROLLED VARIABLESP = SET POINT0 1 2 354-0.2 °F0° F+0.2 °F0 1 2 354-0.04"PRESSURE SET POINTCHANGE PER TIMEINTERVAL-0.02"0+0.02"+0.04"COOLING REQUESTS GENERATED FOR EACH VAV TERMINAL WHEN ROOM TEMPERATURECOOLING LOOP≥95%. ASSIGN EACH VAV TERMINAL A REQUEST VALUE OF 1 (ADJ.).TREND EACH ZONE'S REQUEST. PRIORITY OF ZONE MAY BE INCREASED OR ELIMINATED BYADJUSTING REQUEST VALUE. A ZERO VALUE ELIMINATES ZONE FROM EFFECTING TEMPERATURESET POINT.PRESSURE REQUEST GENERATED FOR EACH VAV TERMINAL WHEN VAV DAMPERPOSITION≥ 99% FULL TRAVEL. ASSIGN EACH VAV TERMINAL A REQUEST VALUE OF 1 (ADJ.).TREND EACH ZONE'S REQUEST. PRIORITY OF ZONE MAY BE INCREASED OR ELIMINATED BYADJUSTING REQUEST VALUE. A ZERO VALUE ELIMINATES ZONE FROM AFFECTING PRESSURE SETPOINT.10003006501. EACH VAV TERMINAL W / CO2 CONTROL: MINIMUM AIRFLOW SET POINT IS PROPORTIONALLYRESET BETWEEN LOW MINIMUM & HIGH MINIMUM. SEE SCHEDULE FOR VALUES.2. OUTDOOR AIRFLOW SETPOINT IS PROPORTIONALLY RESET BETWEEN LOW MINIMUM & HIGHMINIMUM. SEE AH SCHEDULE FOR VALUES. ZONE CO2 WITH HIGHEST READING CONTROLS AHUOA AIRFLOW SETPOINT. OA AIRFLOW HIGH AND LOW VALUES DETERMINED BY TOTAL OFOCCUPIED ZONES.X° F65° F 70° FTSA SET POINT TEMPERATURE RESET DETERMINEDBY ZONE TEMPERATURE COOLINGREQUESTS.SEQUENCE IS ONLY ENABLED WHEN OUTDOOR TEMPERATURE IS BELOW 65° FREFER TO DETAIL 3 FOR DEMAND RESET.OUTDOOR RESET SEQUENCE.MAINTAIN CONSTANT LEAVING AIR TEMPERATURE.PER TIME INTERVALTEMPERATURESETPOINT CHANGEMOD(PDSA)MOD(PDSA)MOD(PDSA)MOD(PDSA)MOD(AFR)MOD(AFR)MOD(AFR)MOD(AFR)MOD(AFR)ECONOMIZER ENABLED DURING COOL DOWN AND NIGHT SETUPMECHANICAL SPACE CONDITIONING SYSTEMS SUPPLYING HEATED OR COOLED AIR TO MULTIPLE ZONES (REHEAT VAV OR CONSTANTVOLUME SYSTEMS) MUST INCLUDE CONTROLS THAT AUTOMATICALLY RESET THE SUPPLY AIR TEMPERATURE IN RESPONSE TOREPRESENTATIVE BUILDING OR TO OUTDOOR AIR TEMPERATURE. THE CONTROLS MUST BE CAPABLE OF RESETTING THE SUPPLY AIRTEMPERATURE AT 25% OF THE DIFFERENCE BETWEEN DESIGN SUPPLY AIR AND DESIGN ROOM TEMPERATURE PER SECTION 140.4(F)OFTHE 2019 ENERGY EFFICIENCY STANDARDS.GENERAL NOTES:MINIMUM RATE OF OUTDOOR AIR REQUIRED BY SECTION 120.1(b)2 SHALL BE SUPPLIEDTO EACH SPACE AT ALL TIMES THE SPACE IS OCCUPIED.AFMOAØNANAØOADCLOSEDCLOSED100%OPENCLOSEDCLOSEDMOD(TSA)CLOSEDNOTES:ECONOMIZER DAMPERMINIMUM OA DAMPERMOAD MODULATION LOWER LIMIT WHEN MOA FLOW = VENTILATION SET POINT.VENTILATION SET POINT = OUTDOOR AIRFLOW SET POINT PER DETAIL 6 / M50.00.02X = ANY TEMPERATURE BELOW 65° FY = DESIGN SUPPLY AIR TEMPERATURE.SEE AH SCHEDULE)MOAD AND RAD MODULATE FOR MINIMUM VENTILATION AIR52 53 54 55 56 57 5852 53 54 55 56 57 5852 53 54 55 56 57 5852 59 5457 5852 59 5457 58525354555657585960 606012 312364636160626360616263646565CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM824CONTROL DIAGRAMSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.21 C1CRAC1AC2AC3AC4AC7AC8AC9AC103.2.1.INDICATES CONTROL PANEL TERMINALVMECONTROL PANELS REQUIRE 120VAC POWER. SEE THE CONTROLCONTRACTOR'S TEMPERATURE CONTROL SUBMITTALDRAWINGS FOR QUANTITY AND LOCATION OF 120V POWER.WIRING DIAGRAMS ARE SHOWN FOR CONTROL SEQUENCE AND FUNCTIONONLY. IT REMAINS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTORTO INSURE THAT THE ELECTRICAL PORTION OF THIS WORK IS INSTALLEDPER CODE.LOW VOLTAGE CONDUIT FURNISHED AND INSTALLED BY MECHANICALCONTRACTOR. LINE VOLTAGE CONDUIT FURNISHED AND INSTALLED BYELECTRICAL CONTRACTOR.LINE VOLTAGE WIRINGLINE VOLTAGE (120 VOLT) WIRINGLOW VOLTAGE (30 VOLT AND LESS) WIRINGLOW VOLTAGE (30 VOLT AND LESS) D.C. WIRINGFURNISHED, INSTALLED AND WIRED BY MECHANICAL CONTRACTOR.FURNISHED, INSTALLED AND WIRED BY ELECTRICAL CONTRACTOR.FURNISHED BY MECHANICAL CONTRACTOR. INSTALLED ANDWIRED BY ELECTRICAL CONTRACTOR.FURNISHED BY MECHANICAL EQUIPMENT VENDOR.MEEMFFIRE ALARM CONTRACTOR.CFURNISHED, INSTALLED AND WIRED BY CONTROL CONTRACTOR.ORGENERAL NOTES:PNEUMATIC SIGNAL TUBEFURNISHED BY ELECTRICAL CONTRACTOR AND INSTALLED BYMECHANICAL CONTRACTOR.MCFURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR ANDWIRED BY CONTROL'S CONTRACTOR.VVVMVVC2CEECMMCCMMMMEEVVVVMMMMFV MV MC1.2.MDI AI(N)AIAOAOPSDI AIAOAIPSUC210AIUC210TSP 0-10VDC10KTSP 0-10VDCWIRED WALL UNITSETPOINTTEMPERATURE2122WIRED WALL UNITSETPOINTTEMPERATURE5NO SCALEAC-RTU WIRING DIAGRAM1NO SCALETYPICAL EXHAUST FAN WIRING2NO SCALETYPICAL VAV TERMINAL CONTROLLER3NO SCALETYPICAL VAV / REHEAT TERMINAL CONTROLLERVARI GREENFACTORY MOUNTEDSPEED CONTROLSpeed AAdjustmentSpeed BAdjustmentGreen indicatorlightPower presentLOW VOLTAGE (≤10V), ROUTEAWAY FROM HIGH VOLTAGELINES AND USE SHIELDEDCABLE. MAX 100 FT.RedBlackWhiteCOM 24V 0-10V COM A B L2(115V-230V) NEUTRAL L1(115V-230V)DryContactInputDigital Input*NOTE:BLACK WIRE NOT USED ONSOME MOTORS. CONFIRMWITH SUBMITTAL2 X 4 JUNCTION BOX WITHTOGGLE DISCONNECTEC Motor115VCOMPONENTS FACTORY INSTALLED INFANGENERAL NOTES:FANS: CONTROLLER FACTORYMOUNTED ON FAN.TAB CONTRACTOR ADJUSTS "A" & "B" SPEED DIALACHIEVE DESIGN AIRFLOW. MARK "A" & "B" SETTING2 SPEED CONTROL FROM BASHW COIL& VALVESA TEMP.HW VALVECOMMANDVAVDAMPER120V/1ØVAV-XDIGITAL CONTROLLEROCCUPANCY(N)FLOWSENSORVAV DAMPERCOMMANDAIR FLOWVAVDAMPER120V/1ØVAV-XDIGITAL CONTROLLEROCCUPANCYCARBONDIOXIDE(N)FLOWSENSORDPT PLUGS INTOCONTROLLERBOARDVAV DAMPERCOMMANDCARBONDIOXIDEDPT PLUGS INTOCONTROLLERBOARDAIR FLOWMEDIUMPRESSURESA FROMMAINLOW PRESSURE SA TOSPACELOW PRESSURE SA TOSPACEREFER TO PLANS FORROOMS WITH CO2TRANSMITTERREFER TO PLANSFOR ROOMS WITHOCCUPANCYSENSORREFER TO PLANS FORROOMS WITH CO2TRANSMITTERREFER TO PLANSFOR ROOMS WITHOCCUPANCYSENSOR(N) PICV HOT WATER VALVEHR INTERLOCK49H CANBUS49L74.174.274.374.574.474.6ALARMDOWNSHUTALARMREMOTESHUT DOWNJUMPERDI DITO BAS208V/3∅/60Hz7576ALARMDITO BAS8889DICONDENSATEHIGH LEVEL49.1 CANBUS49.3SU70 HR71 INTERLOCKBELDEN 89207 TSP3738SHUT DOWNREMOVE JUMPERETH.1ETH.2P67P64P672T2T2TPS120VAC/1∅ETHERNET SWITCHBAS 8 PORTCAT6MODBUS TCPCRACTO FACILITYETHERNETLIEBERT VNSA8 PORT SWITCHPS120/1∅CAT6CAT6TSPBELDEN 89207 TSPUPPERICOM DISPLAYICOM I/OIS-UNITY-DPGATEWAY38.138.2208/3∅/60Hz27071DI72RELAY K1 CALL FORCHILLED WATERLOWER UPPER LOWER UPPER LOWERCANBUSMODBUS TCPPS120/1∅P646NO SCALECRAC UNIT WIRING DIAGRAM73Motor FUSEDDISCCBFUSEDCBCOORDINATE W/ FIRE ALARMCONTRACTOR FOR SYSTEMSHUTDOWN ON ROOM AREADETECTIONCONFIGURE FOREND OF LINECRAC2WALL MOUNT DISPLAYICOM CONTROL PANELCONTROL PANELTEMPERATURE SENSORSMOUNTED IN SERVER RACKY2Y1GRcCRhW1W2AOY2Y1GRCW1W2DO COOL 2DO COOL 1DO FANPOWER-COOLCOMMONPOWER-HEATDO HEAT 1DO HEAT 2OA AIR DAMPER POSITIONCOOL 2COOL 1FANPOWERCOMMONHEAT 1HEAT 2COMPONENTS ONROOFTRANE RTRM CONTROLLERAC UNIT SHUT DOWN1.DETAIL APPLIES TO A/C UNITS WHERE ECONOMIZERIS REQUIRED OR NOT FOR T-24. FOR THOSE UNITS THAT ARE BELOW 54000BTU ECONOMIZER IS USED TO PROVIDEMOTORIZED "SHUT-OFF" AND DEMAND VENTILATION ADJUSTMENTOF MINIMUM OUTSIDE AIR.GENERAL NOTES:OSA DAMPERACTUATORTRANE RTU TERMINAL STRIPDOPOWER EXHAUST S/SPOWEREXHAUSTECONOMIZERNTWBACNET MS/TPDIAI120V/1∅AILOW PRESSURE SA TOSPACEWALL UNITMODESETPOINTTEMPERATUREAOAOSFIBDO DO DO4NO SCALETYPICAL FCU W/ HEATING AND COOLING COILTSP4-20mATO BAS AICURRENTSENSORAION CONTROLLER.TWO SPEED EXHAUST FAN3.FOR SINGLE SPEED SET DIAL "A" TO ZERO AND "B"TO THE REQUIRED DESIGN AIRFLOWVARI GREENFACTORY MOUNTEDTRANSFORMERGreen indicatorlightPower presentRedBlackWhiteCOM24V0-10VCOM24V0-10 VNCCOM.NO CONTROLAUX CONTACTMotor *NOTE:BLACK WIRE NOT USED ONSOME MOTORS. CONFIRMWITH SUBMITTAL2 X 4 JUNCTION BOX WITHTOGGLE DISCONNECTEC Motor115VCOMPONENTS FACTORYINSTALLED IN FANFROM BASTSP0-10 VDC TOTO BAS AICURRENTSENSORAIAO SPEED CONTROLVARIABLE SPEED EXHAUST FANSA TEMP.HW VALVECOMMANDFCU-XDIGITAL CONTROLLEROCCUPANCYAIR FLOWHW VALVECOMMANDCHW VALVECOMMANDLOW SPEEDMED SPEEDHIGH SPEEDREFER TO PLANS FORROOMS WITHOCCUPANCY SENSOROA AIR(N) PICV CHILLED AND HOT WATERVALVEHW COIL& VALVECHW COIL& VALVEFILTERDPSENSORRETURNMEDIUMPRESSURESA FROMMAINDIOVERFLOW ALARMNTWNTWNOT FOR CONNECTION TO BAS OR OTHER UNITSTWO NODE MS/TP NETWORK BETWEEN T-STAT AND UNITBACNETMS/TPBCI-RPROVIDE TWO CONDUITS ONE FOR 24VAC POWER FOR T-STATAND ONE FOR COMMUNICATION CABLE BETWEEN T-STAT AND BCI-RREFER TO MAUFACTURE'S IOM FOR WIRING DIRECTION AND INSTALLATION460VAC/60HZ/3PY2Y1GRcCRhW1W2AOY2Y1GRCW1W2DO COOL 2DO COOL 1DO FANPOWER-COOLCOMMONPOWER-HEATDO HEAT 1DO HEAT 2OA AIR DAMPER POSITIONCOOL 2COOL 1FANPOWERCOMMONHEAT 1HEAT 2TRANE RTU BACNET THERMOSTATAC UNIT SHUT DOWNOSA DAMPERACTUATORNETWORKTRANE RTU TERMINAL STRIPBACNETMS/TPECONOMIZERCOMPONENTS ONROOFCOMPONENTS INSPACEDOFDDDIECONOMIZER FDDDOOSOCCOCCDOOSOCCUPANCYOCCSMART THERMOSTAT WITH BACNET MS/TP NETWORK PORTSIMILAR OR EQUAL TO VICONIC VT86002.460VAC/60HZ/3PDPTZIDPTZIZIDPTZIZIZIMCAC1,2AC1,2PELPEHPELPEHFCFCTEFCTITTCCITOSCITOSTITTCTETE TETE TETEPELPEHFCTETITTCKCOSFCFCLSHEVVVMEF8EVVVCCEF8MHW COIL& VALVE(N)PS10KMM°FT-STATSPACECIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM825CONTROL DIAGRAMSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011 CCCCC100% OSA RTU WITHVARIABLE SPEED FANNTWVFDSP CTS/S SPDHLPRESSUREDUCT STATICATMOSCTSA DOAS CONTROLLERCCCCCVEEVVII232323111234544445555566677891091012345615566771111888PDTTTFCZTTELSHTTFCZTTELSHTTFCZTTELSHOSOSCCCCCVBH DRVAV DRSAEASIDE WALL GRILLESAV 2SAEAV 2DOORMONITORRM PRES.PRES. TIPSENSORRM TEMP.& RHPRES.TIPHIGHLOWSAEAFUME HOODANUNCIATORRMSIDE WALL GRILLEBIOLOGICAL DRYING CABINETEAV 4EAV 3MSAV 3SASASIDE WALL SWITCHM780 CFM500 CFM45 CFM250 CFM230 CFM750CFM750CFMMIN VENTILATION: 210 CFMFLAMAMBLE CABINETM335 CFMM250 CFMMIN VENTILATION: 100 CFMWALL SWITCH650CFM335 CFMSABIOLOGICAL DRYING CABINET BIOLOGICAL DRYING CABINETTTYASTTTTTTXC XI SC SIAIAOAIPS120V/1∅AIAOAINAINDIPS120V/1∅DIAIAIAIAIAIAOSAAIAODIDOEXHAUST FAN 1- FEEDBACKEXHAUST FAN 1- SPEED CONTROLEXHAUST FAN 1 - STATUSEXHAUST FAN 1- START/STOPPS120V/1∅DAT SENSORSMOKE DETECTOREAAIEXHAUST FAN 1- DIFF PRESSUREAIAOAOAIDIWALL GRILLE EXHAUST ON/OFFAIAODIWALL GRILLE EXHAUST ON/OFFVAV FLOWVAV DAMPER SIGNALMS/TP PORTSA AIR VALVE POSITIONSA AIR VALVE SIGNALAIR VALVE POSITIONMS/TP PORTAIR VALVE POSITIONAIR VALVE POSITIONDRYER FAN STATUSSA AIR VALVE POSITIONSA AIR VALVE SIGNAL INTERLOCK WITHFIRE ALARM, FEF 1AND GEF 1&2INTERLOCK WITHFIRE ALARM, DOASAND GEF 1&2CABINET FAN STATUSVALVE SIGNALVALVE SIGNALCABINET FAN STATUSDRYER FAN STATUSVAV DAMPER SIGNALVAV FLOWREHEATING COIL RHC-XHW V COMMANDHW V POSITIONHWR TEMPERATUREAIAOAIAITEMPERATURE - RH TEMPDILEAK DETECTOR ALARMREHEATING COIL RHC-XHW V COMMANDHW V POSITIONHWR TEMPERATUREAIAOAIAITEMPERATURE - RH TEMPDILEAK DETECTOR ALARMREHEATING COIL RHC-XHW V POSITIONHWR TEMPERATUREAIAI DILEAK DETECTOR ALARMDIOCCUPIED STATUSDIOCCUPIED STATUSDIDAMPER POSITIONDODAMPER COMMANDDIDAMPER POSITIONDODAMPER COMMANDROOM CONTROLLER I/OMS/TPMS/TPMS/TPMS/TPMS/TPROOM CONTROLLER I/OMS/TPMS/TPMS/TPMS/TPMS/TPVFD-FEF 1460/3ØREMOTE I/OMS/TPMS/TPLOWHIEOLMS/TPHWRHWSHWRHWSHWRHWSCURRENTSENSORCURRENTSENSORCURRENTSENSORCURRENTSENSORCOMPONENTS FACTORYINSTALLED IN FANSPDT RELAY AT GEF'SINTERLOCK WITH DOAS, FEF 1 AND FIREALARM115VLNTSP4-20mATO BAS AICURRENTSENSORAILOW VOLTAGE (≤10V), ROUTEAWAY FROM HIGH VOLTAGELINES AND USE SHIELDEDCABLE. MAX 100 FT.FROM CSI 225 AND DRYER184 CONTROLLERSDO SPEED CONTROLNOTES:REHEAT COIL ORDER FROM AIR VALVEMANUFACTURERFOR COIL WATER CONNECTION USE HYDRONICHOSE KIT WITH PICV VALVEFIELD INSTALLED STAINLESS STEEL DRAIN PAN.INSTALL LEAK DETECTION WIRE INSIDE DRAINPANTEMPERATURE TRANSMITTER 4.20 mA, PROBE.LENGTH TO CENTER OF PIPE. STAINLESS STEELWELL WITH 2" EXTENSION FOR INSULATION.SEE SCHEDULE FOR AIR VALVE TYPE AND SIZECURRENT SENSOR TO DETECT WHEN CABINETIS TURNED ONFUME HOOD SHASH MONITOR. ADD MONITORCOMPATIBLE WITH FUME MANUFACTURERHARDWIRE POINTS FROM FAN CONTROLLER TO NEAREST ROOF REMOTE I/O AND COMMUNICATEBACK TO ROOM LOCAL CONTROLLER THROUGHBACNET MS/TP NETWORK CABLE.TETRA SPRM OR EQUAL ROOM PRESSUREMONITOR. INSTALL TEMPERATURE SENSOR,SWITCH AND ANUCIATOR ON PRESSUREMONITOR. CONNECT HIGH AND LOW PRESSURETIPS WITH 1/4" FLEX POLY TUBING. HIGHPRESSURE TIP OUTSIDE CSI ROOM AND LOWTIP INSIDE. SET SETPOINT ON PRESSUREMONITOR AT -0.03 IN.WG (ADJUSTABLE).COMMUNICATE BACK TO ROOM CONTROLLERTHROUGH BACNET MS/TP NETWORK CABLEFAN ON ROOF SEE SCHEDULE FOR FAN TYPEAND SIZENOTES:REHEAT COIL WITH VAV BOX MANUFACTURERFOR COIL WATER CONNECTION USE HYDRONICHOSE KIT WITH PICV VALVEFIELD INSTALLED STAINLESS STEEL DRAIN PAN.INSTALL LEAK DETECTION WIRE INSIDE DRAINPAN AND CONNECT ALARM OUTPUT IN ROOMTEMPERATURE TRANSMITTER 4.20 mA, PROBE.LENGTH TO CENTER OF PIPE. STAINLESS STEELWELL WITH 2" EXTENSION FOR INSULATION.SEE SCHEDULE FOR VAV SIZE.CURRENT SENSOR TO DETECT WHEN CABINETIS TURNED ONCONTROLLER WALL SWITCH FOR MANUAL FLOW OVERRIDE OFTHE SIDE GRILLE. WALL SWITCH FOR MANUAL FLOW OVERRIDE OFTHE SIDE GRILLE.LOW LEAKAGE DAMPER, TWO POSITION ACTUATORWITH FEEDBACK14 " POLY TUBINGHOOD MONITORINSTALL FILTERAT EVERYPRESSURE TIP14 " POLY TUBING14 " POLY TUBINGWIRE LEGENDDESCRIPTIONWIRE TYPELINE STYLEL3EOLSTAND ALONE CNTRLRBSC OR FH TO AIR CNTR VALVEWIRED PRES. MONITOR< 3937 FT. 16 - 20 AWG, 2-CORE STRANDED SHIELD< 3937 FT. 16 - 20 AWG, 2-CORE STRANDED SHIELD< 830 FT. 18-20 AWG, 2-CORE STRANDED SHIELDL1 L2 L3VARI GREENFACTORY MOUNTEDSPEED CONTROLSpeed AAdjustmentSpeed BAdjustmentGreen indicatorlightPower presentRedBlackWhiteCOM24V0-10VCOMABL2(115V-230V)NEUTRALL1(115V-230V)DryContactInputDigital InputMotor Out *NOTE:BLACK WIRE NOT USED ONSOME MOTORS. CONFIRMWITH SUBMITTAL2 X 4 JUNCTION BOX WITHTOGGLE DISCONNECTEC Motor5NO SCALECSI 225 SCHEMATIC4NO SCALEDRYING ROOM 184 SCHEMATIC3NO SCALEDOAS 1 SCHEMATIC2NO SCALEFEF 1 SCHEMATIC1NO SCALEFLAMABLE FAN 1 & 2 SCHEMATIC6NO SCALEWIRE LEGEND7NO SCALECSI AND DRYING ROOM AIR BALANCE TABLEExhaust and Supply Air Rate Verification FormRoom DataExhaust, CFMPressure Relationship Supply, CFMNo. UseArea(FT^2)CealingHgt(FT)Room Volume CFT ASHRAE 62.1 Min. Vent Min Ventilation Fume hoodSide wallopeningflamablecabinetBiologicalDryingCabinetsGeneralExhaust+/- orNeutral (N)% SourceRequiredAir Exchange Rates,ACHCSI Lab 477.00 9.0042930.43210780500335450-10 Clean 150021.0DryingLab 124.00 9.0011160.43100023005000- 11Clean 65034.9Totals601.0054097807303355450-240215023.8AHUSF 10%2400CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM826CONTROL DIAGRAMSCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM827CONTROL DIAGRAMS -SEQUENCE OFOPERATIONCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM901TITLE 24 DOCUMENTATIONCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011 CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MB7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATIONMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NO SCALEM902TITLE 24 DOCUMENTATIONCARLSBAD SAFETY CENTER RENOVATIONSSEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211 04.14.21 CONSTRUCTION CHANGE 011 FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE LAVATORY FAUCETS NONRESIDENTIAL KITCHEN FAUCETS WASH FOUNTAINS METERING FAUCETS METERING FAUCETS FOR WASH FOUNTAINS FLUSHOMETER VALVE WATER CLOSETS URINALS GRAVITY TANK TYPE WATER CLOSETS FLUSHOMETER TANK WATER CLOSETS ELECTROMECHANICAL HYDRAULIC WATER CLOSETS 1.8 GPM @ 80 PSI 0.35 GPM @ 60 PSI 1.8 GPM @ 60 PSI 1.8 [ RIM SPACE (IN.) / 20 GPM @ 60 PSI ] 0.2 GALLONS / CYCLE 0.20 [ RIM SPACE (IN.) / 20 GPM @ 60 PSI ] 1.28 GALLONS / FLUSH 0.125 GALLONS / FLUSH 1 1.28 GALLONS / FLUSH 1 1.28 GALLONS / FLUSH 1.28 GALLONS / FLUSH SHOWERHEADS ABBREVIATIONSYMBOL DESCRIPTION PARTIAL LIST OF APPLICABLE NFPA STANDARDS NFPA 13, AUTOMATIC SPRINKLER SYSTEMS, 2016 EDITION NFPA 51, DESIGN AND INSTALLATION OF OXYGEN-FUEL GAS SYSTEMS FOR (NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES") REFERENCE CODE SECTION FOR NFPA STANDARDS - CBC (SFM) CHAPTER 35. ASME A17.1-2016 ASME A18.1-2014 NFPA 72, NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) 2016 EDITION WELDING, CUTTING, AND ALLIED PROCESSES. 2016 EDITION 2019 CALIFORNIA HISTORICAL BUILDING CODE, PART 8, CBSC 2019 CALIFORNIA PLUMBING CODE (CPC), PART 5, CBSC 2019 CALIFORNIA MECHANICAL CODE (CMC), PART 4, CBSC 2019 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, CBSC 2019 CALIFORNIA FIRE CODE, PART 9, CBSC 2019 CALIFORNIA ENERGY CODE, PART 6, CBSC 2019 CALIFORNIA BUILDING CODE (CBC), PART 2, CBSC 2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, PART 1, CBSC 2019 CALIFORNIA REFERENCED STANDARDS, PART 12, CBSC 2019 CALIFORNIA GREEN BUILDING CODE. 1 1 1 INCLUDES SINGLE AND DUAL FLUSH WATER CLOSETS WITH AN EFFECTIVE FLUSH OF 1.28 GALLONS OR LESS: SINGLE FLUSH TOILET - THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GALLONS (4.8 LITERS). THE EFFECTIVE FLUSH VOLUME IS THE AVERAGE FLUSH VOLUME WHEN TESTED IN ACCORDANCE WITH ASME A 112.19.233.2. DUAL FLUSH TOILETS - THE EFFECTIVE FLUSH VOLUME SHALL NOT EXCEED 1.28 GALLONS (4.8 LITERS). THE EFFECTIVE FLUSH VOLUME IS DEFINED AS THE COMPOSITE, AVERAGE FLUSH VOLUME OF TWO REDUCED FLUSHES AND ONE FULL FLUSH. FLUSH VOLUMES WILL BE TESTED IN ACCORDANCE WITH ASME A 112.19.2 ASME A 112.19.14. A. OMISSIONS AND OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONSTRUCTION DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF AND RESOLVED WITH THE ARCHITECT PRIOR TO PROCEEDING WITH ANY OF THE AFFECTED WORK. B. MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF CBC AND CPC. C. THE PLUMBING CONSTRUCTION DOCUMENTS REPRESENT THE INTENT OF PLUMBING AND PIPING SYSTEMS, NOT THE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL LABOR, MATERIALS, EQUIPMENT AND ACCESSORIES NECESSARY TO ACHIEVE THE FINISHED SYSTEMS. D. FIELD VERIFY AND COORDINATE WITH ELECTRICAL SYSTEMS INSTALLER EXACT ELECTRICAL REQUIREMENTS OF PLUMBING PRODUCTS REQUIRING POWER. E. ELECTRICAL POWER CONNECTIONS SHALL BE MADE BY ELECTRICAL SYSTEMS INSTALLER UNDER PROVISIONS OF DIVISION 26. 1. MINIMUM OF 50% OF NON HAZARDOUS CONSTRUCTION WASTE SHALL BE RECYCLE MATERIAL PER CGC 5.713.8.1. 2. TESTING AND ADJUSTING OF NEW SYSTEMS SHALL COMPLY AS OUTLINED IN CGC SECTION 5.713.10.4.2. 3. OPERATIONS AND MAINTENANCE SCHEDULE (O&M) AS LISTED IN CGC SECTION 5.713.10.4.5 SHALL BE DELIVERED TO THE BUILDING OWNER OR REPRESENTATIVE AND THE FACILITIES OPERATOR. 4. DURING CONSTRUCTION, ENDS OF DUCT OPENING SHALL BE SEALED, AND MECHANICAL EQUIPMENT SHALL BE COVERED. CGC 5.714.4.3. 5. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION 5.504.4 AND TABLES 4.504.1, 5.504.4.1, 5.504.4.2, 5.504.4.3 AND 5.504.4.5 FOR: ADHESIVES, SEALANTS, PAINTS, AND COATINGS, CARPET AND COMPOSITION WOOD PRODUCTS. CGC 5.714.4.4 . 6. PRIOR TO FINAL APPROVAL OF THE BUILDING THE LICENSED CONTRACTOR, ARCHITECT OR ENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETE AND SIGN THE CITY APPROVED GREEN BUILDING STANDARDS CERTIFICATION FORM OR OTHER DOCUMENTATION REQUIRED BY THE CITY AND BE GIVEN TO THE BUILDING DEPARTMENT OFFICIAL PRIOR TO BUILDING FINAL APPROVAL. ALL PLUMBING FIXTURE ON PLUMBING FIXTURE AND EQUIPMENT SCHEDULES MEET THE REQUIREMENTS OF CALIFORNIA GREEN CODE 2019. •WATER REDUCTION 5.303.2 •WATER CONSERVING PLUMBING FIXTURES AND FITTINGS 5.303.3 •WATER CLOSET 5.303.3.1 •URINALS 5.303.3.2 •WASTE WATER REDUCTION 5.303.4 •STANDARDS FOR PLUMBING FIXTURE AND FITTINGS 5.303.6 •CPC CHAPTER 17 DIVISION 22 - PLUMBING •PLUMBING FIXTURE AND ACCESSORIES PROVIDED IN A TOILET ROOM OR BATHING ROOM REQUIRED TO COMPLY WITH CBC SECTION 11B-213.2 SHALL COMPLY WITH CBC SECTION 11B-213.3. •EFFECTIVE MARCH 1, 2017, ALL SINGLE-USER TOILET FACILITIES SHALL BE IDENTIFIED AS GENDER NEUTRAL FACILITIES BY A DOOR SYMBOL THAT COMPLIES WITH CBC SECTIONS 11B-216.8 AND 11B-703.7.2.6.3. NO PICTOGRAM, TEXT OR BRAILLE IS REQUIRED ON THE SYMBOL. IF TACTILE JAMB SIGNAGE IS PROVIDED, THE SIGNAGE SHALL COMPLY WITH THE APPROPRIATE TECHNICAL REQUIREMENT OF CEC SECTION 11B-703, EXAMPLES OF APPROPRIATE ARE "ALL-GENDER RESTROOM". "RESTROOM" OR "UNISEX RESTROOM". DSA BU 17-01. •ACCESSIBLE PLUMBING FIXTURES SHALL COMPLY WITH ALL THE REQUIREMENTS IN CBC DIVISION 6. •CLEARANCE AROUND ACCESSIBLE WATER CLOSET AND IN TOILET COMPARTMENT SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56 INCHES MINIMUM MEASURED PERPENDICULAR FROM REAR WALL PER CBC SECTION 11B-604.4.1. •HEIGHTS AND LOCATION OF ALL ACCESSIBLE FIXTURES SHALL BE MOUNTED ACCORDING TO CBC SECTIONS 11B-602 THROUGH 11B-612. •ACCESSIBLE FIXTURE CONTROLS SHALL COMPLY WITH CBC SECTIONS 11B-602.3 FOR DRINKING FOUNTAINS, 11B-604.6 FOR WATER CLOSETS, 11B-604.9.5 FOR CHILDREN'S WATER CLOSETS, 11B-605.4 FOR URINALS, 11B-606.4 FOR LAVATORIES AND SINKS, 11B-607.5 FOR BATHTUBS, 11B-608.5 FOR SHOWER, AND 11B-611.3 FOR WASHING MACHINES AND CLOTHES DRYERS. •ACCESSIBLE LAVATORIES AND SINK SHALL BE MOUNTED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34" MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. DEPTH OF LAVATORIES OR SINKS SHALL NOT INTERFERE WITH KNEE AND TOE CLEARANCE PROVIDED IN ACCORDANCE WITH CBC SECTION 11B-306 WHEN A FORWARD APPROACH IS REQUIRED. CBC SECTIONS 11B-606.3 AND 11B-606.7. •WATER SUPPLY AND DRAIN PIPES UNDER ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATES OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER ACCESSIBLE LAVATORIES AND SINKS. CBC 11B-606.5 YB CFH CUBIC FEET PER HOUR YARD BOX HWR (E)W SOV IN YB S OR W S OR W DN BEL ABV W/ CLG FLR CONN I.E. AP POC VTR COTG GC CV SOV COYB WCO (E) G G HWR (E) G G FCO HW CD CW CD V DOWN BELOW ABOVE WITH CEILING FLOOR VENT THRU ROOF POINT OF CONNECTION CONNECTION INVERT ELEVATION ACCESS PANEL CLEANOUT TO GRADE WALL CLEANOUT CLEANOUT IN YARDBOX SHUT-OFF VALVE IN YARD BOX CHECK VALVE SHUT-OFF VALVE GAS COCK HOT WATER RETURN GAS (LOW PRESSURE) EXISTING GAS HOT WATER FLOOR CLEANOUT EXISTING SOIL OR WASTE SANITARY VENT COLD WATER CONDENSATE DRAIN SOIL OR WASTE (BELOW GRADE) SOIL OR WASTE (ABOVE GRADE) (E) CW (E) CW EXISTING COLD WATER (E) HW (E) HW EXISTING HOT WATER (E) HWR (E) HWR EXISTING HOT WATER RETURN (E) CD (E) CD EXISTING CONDENSATE DRAIN (E) V (E) V EXISTING VENT (E) W (E) W EXISTING WASTE POD POINT OF DISCONNECTION UP UP PIPING DOWN DOWN PIPING GPM GALLON PER MINUTE MEP AHJ AUTHORITY HAVING JURISDICTION MECHANICAL ELECTRICAL PLUMBING WHA WATER HAMMER ARESTOR TP TRAP PRIMER DEMO DEMOLITION BV BALL VALVE ESW EMERGENCY SHOWER EYEWASH F F FIRE SPRINKLER LINE SHEET INDEXCALGREEN MANDATORY MEASURES PROJECT NOTES GREEN BUILDING STANDARD NOTES GENERAL NOTES APPLICABLE CODES AND STANDARD CALIFORNIA GREEN CODE NOTES LEGEND CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO.DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 12" = 1'-0" P001 NOTES, LEGEND AND ABBREVIATIONS CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 SHEET NO.SHEET TITLE SCALE P001 NOTES, LEGEND AND ABBREVIATIONS NO SCALE P002 SCHEDULES NO SCALE P101 PLUMBING SITE PLAN 1"=20' P201 DEMOLITION FLOOR PLAN - LEVEL 1 1/8"=1'-0" P202 DEMOLITION FLOOR PLAN - LEVEL 2 1/8"=1'-0" P202.1 DEMOLITION PLAN - EOC WING 1/8"=1'-0" P203.1 DEMOLITION ROOF PLAN - EOC WING 1/8"=1'-0" P205 PROPOSED FLOOR PLAN - LEVEL 1 1/8"=1'-0" P205.1 FLOOR PLAN - EOC WING P207 PROPOSED FLOOR PLAN - LEVEL 2 1/8"=1'-0" P211 ROOF PLAN 1/8"=1'-0" P211.1 ROOF PLAN - EOC WING 1/8"=1'-0" P501 ENLARGED PLUMBING PLANS 1/4"=1'-0" P801 DETAILS NO SCALE P901 ISOMETRIC RISER DIAGRAMS NO SCALE 1 04.14.21 CONSTRUCTION CHANGE 01 1 1 1 CAST IRON SOIL PIPE & FITTINGS WITH 4-BAND HEAVY DUTY STAINLESS STEEL COUPLING CAST IRON SOIL PIPE & FITTINGS WITH 4-BAND HEAVY DUTY STAINLESS STEEL COUPLING CPVC SCHEDULE 80 CPVC SCHEDULE 80 CAST IRON SOIL PIPE & FITTINGS WITH 4-BAND HEAVY DUTY STAINLESS STEEL COUPLING CAST IRON SOIL PIPE & FITTINGS WITH 4-BAND HEAVY DUTY STAINLESS STEEL COUPLING CAST IRON SOIL PIPE & FITTINGS WITH 4-BAND HEAVY DUTY STAINLESS STEEL COUPLING DOMESTIC COLD & HOT WATER UNDERGROUND ABOVE GROUND RIGID COPPER (TYPE K) LEAD FREE BRAZED OR PROPRESS RIGID COPPER (TYPE L) SANITARY WASTE/ SEWER UNDERGROUND HUBLESS ABOVE GROUND HUBLESS SANITARY VENT ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10. NOTE: ALL BRAZED AND SOLDERED JOINTS SHALL BE LEAD FREE. EXPOSED VENT PIPE SHALL BE GALVANIZED PER PLUMBING SPECIFICATIONS ALL EXISTING CONDENSATE PIPING ABOVE CEILING SHALL BE INSULATED WITH 1/2" ARMAFLEX INSULATION FOR CONDENSATION CONTROL. LEAD FREE SOLDERED OR PROPRESS ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10. HOT WATER IS INSULATED WITH 1-1/2" FIBERGLASS. ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10. ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10. CONDENSATE ABOVE GROUND (INDOOR) ABOVE GROUND (ON ROOF) SOLVENT CEMENTED ALL PIPE SUPPORT SHALL BE PROVIDED AS REQUIRED BY CPC TABLE 313.3. PROVIDE TRANSITION FITTING FROM CPVC PIPE TO COPPER PIPE ABOVE ROOF. ABOVE GROUND (INDOOR) HUBLESS ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10.UNDERGROUND ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10.HUBLESS ABOVE GROUND (EXTERIOR) ALL PIPE PENETRATION SHALL BE PROVIDED WITH PIPE SLEEVES IN COMPLIANCE WITH CPC 2019 313.0 AND 313.10.HUBLESS (COORDINATE WITH SPECIFICATION) (COORDINATE WITH SPECIFICATION) SOLVENT CEMENTED ALL PIPE SUPPORT SHALL BE PROVIDED AS REQUIRED BY CPC TABLE 313.3. PROVIDE TRANSITION FITTING FROM CPVC PIPE TO COPPER PIPE ABOVE ROOF. SERVICES LOCATION MATERIAL JOINING METHOD REMARKS SERVEDSYMBOLAREA LOCATION MANUFACTURER AND MODEL NO. MAXIMUM OPERATING PRESSURE PSI MAXIMUM ACCEPTANCE VOLUME (GAL.) TANK DIAMETER (INCHES) OPERATING WEIGHT (LBS.) AMTROL THERM-X-TROL ST-12C 6.4 12 50 - REMARKS 150 TANK HEIGHT (INCHES) 18JANITOR ROOM AT GRID 10-K ENTIRE BUILDING 9-110 1115 60 REMARKSHZ∅V MOTOR ---- TDH HEADGPM CAPACITY AND MODEL NO.MANUFACTURER SERVICESYMBOLLOCATION GRUNDFOS HOT WATER RETURN JANITOR ROOM AT GRID 10-K WATTS (MIN.-MAX.) UPS15-55SFC EXISTING ABOVE 350 SPACE HEATING, HOT WATER (STEAM, STEAM CONDENSATE & HOT WATER) AND SERVICE WATER HEATING SYSTEMS 251 - 350 141 - 200 105 - 140 NOMINAL PIPE DIAMETER (IN INCHES) INSULATION THICKNESS REQUIRED (IN INCHES) <1 1 TO <1.5 TO <4 1.5 TO <8 41 8 AND LARGER TO 0.32 - 0.34 0.29 - 0.31 0.27 - 0.30 0.25 - 0.29 0.22 - 0.28 250 200 150 125 100 4.5 3.0 2.5 1.5 1.0 5.0 4.0 2.5 1.5 1.5 5.0 4.5 2.5 2.0 1.5 5.0 4.5 3.0 2.0 1.5 5.0 4.5 3.0 2.0 1.5 SPACE COOLING SYSTEMS (CHILLED WATER, HVAC CONDENSATE, REFRIGERANT AND BRINE) 40 - 60 0.21 - 0.27 75 0.5 0.5 1.0 1.0 1.0 BELOW 40 0.20 - 0.26 50 1.0 1.5 1.5 1.5 1.5 201 - 250 FLUID TEMPERATURE RANGE (°F) CONDUCTIVITY RANGE (IN BTU-INCH PER HOUR PER SQUARE FOOT PER °F) INSULATION MEAN RATING TEMPERATURE (°F)WATERWATERGASCOLDHOTVENTWASTEDESCRIPTION ROUGH-IN CONNECTIONS FIXTUREITEM 2"1/2" --KS-1 1/2"1 -1/2" 2"--S-1 1/2"1 -1/2" 2"-- --FD-1 1/2"1 -1/2" ------ESH-1 1 1/4"-- --1"WH-1 1"-- 1/2" 1" DRINKING 2"-- --FOUNTAINDF-1 1/2"1 -1/2" 2"-- --TD-1 1/2"1 -1/2" 2"-- --TD-2 1/2"1 -1/2" --- --TP-1 1/2"- JUST MODEL NO. SLADA 2019; J-35 STRAINER, LA PATTERN P TRAP JUST FAUCET 1174-KS. TRU BRO PIPE PROTECTION SLOAN 1/4 TURN STOPS, BRASS CRAFT STAINLESS STEEL FLEXIBLE HOSE CONNECTIONS J. R. SMITH MODEL 2005YB-CP WITH TRAP PRIMER CONNECTION HAWS EMERGENCY COMBO UNIT MODEL 8300-8309 COMPLETE WITH EYE WASH WITH THERMOSTATIC MIXING VALVE 9201E. DUST COVER SINK(ADA) KITCHEN SINK(ADA) FLOOR DRAIN EMERGENCY SHOWER COMBO UNIT WATER HEATER J.R SMITH FIG. 9667 -SPGTRENCH DRAIN J.R SMITH FIG. 9667 -SPG WITH TRAP PRIMER CONNECTION.TRENCH DRAIN PPPI OREGON 1TRAP PRIMER CS-1 ANT-1 CIRCUIT SETTER ACID NEUTRALIZING TANK 2"1 1/2"---- -- -------- --THERM OMEGA TECH 3/4" CIRCUIT SETTER WITH BALL VALVES AND STRAINER REFURBISH AND LEAVE IN OPTIMUM WORKING ORDER T&C NEUTRALIZING TANK MODEL NT-15, 15GALLON TANK, 18X15 ET-1 (E) CP-1 2"-- --DF-2 1/2"1 -1/2" 2"--SHOWERSH-2 1/2"1 -1/2"1/2" 2"--SHOWERSH-1 1/2"1 -1/2"1/2" (ADA) FS-1 FLOOR SINK 2"1 1/2"---- --J.R. SMITH FIG. 3100Y TMV-1 THERMOSTATIC MIXING VALVE -------- --BRADLEY MIXING VALVE MODEL S19-2150, 15 GPM @ 10 PSI DROP. IMB-1 ICE MAKER BOX --------OTEY MODEL 38486 WITH ADJUSTABLE BRACKETS AND FACE PLATE 1/4 TURN BALL VALVES1/2" ----WC-1 1"--WATER CLOSET -- ----WC-2 1"-- WATER CLOSET -- ADA ----U-1 3/4"--URINAL -- ----U-2 3/4"--URINAL --ADA ----L-1 1/2"--LAVATORY ADA 1/2" PROVIDE POINT OF USE BRADLEY MIXING VALVE No. S59-4007. AMERICAN STANDARD "AFWALL" MODEL NO. 2857.101 WALL MOUNTED WATER CLOSET ELONGATED BOWL 1.1 GALLONS PER FLUSH WITH SLOAN FLUSH VALVE 111-128 FLUSH VALVE, OLSONITE TOILET SEAT MODEL 95 CCSS OPEN FRONT. JR SMITH CARRIER SERIES 200. AMERICAN STANDARD "AFWALL" MODEL NO. 2857.101 WALL MOUNTED WATER CLOSET ELONGATED BOWL 1.28 GALLONS PER FLUSH WITH SLOAN FLUSH VALVE 111-128 FLUSH VALVE, OLSONITE TOILET SEAT MODEL 95 CCSS OPEN FRONT. JR SMITH CARRIER SERIES 200. AMERICAN STANDARD "WASHBROOK" MODEL NO. 6590.001 WITH SLOAN ROYAL FLUSH VALVE MODEL 186-0.125 WALL MOUNTED PROVIDE JR SMITH WALL SUPPORT. AMERICAN STANDARD "WASHBROOK" MODEL NO. 6590.001 WITH SLOAN ROYAL FLUSH VALVE MODEL 186-1.25 WALL MOUNTED PROVIDE JR SMITH WALL SUPPORT. AMERICAN STANDARD NO. 0355.012, "LUCERNE", WALL MOUNTED. COMPLETE WITH CHICAGO NO 3600-E2805AB, CHICAGO 1013-ABCP ANGLE VALVE STOP WITH LOOSE KEY, CHICAGO 337-CP OFFSET GRID DRAIN AND McGUIRE NO. MCT125085NC 17 GAUGE P-TRAP WITH PLUMBEREX MODEL X4444 PRO EXTREME ADA COMPLIANT UNDER-LAV COVER. PROVIDE POINT OF USE BRADLEY MIXING VALVE No. S59-4007. 2"--S-2 1/2"1 -1/2"SINK(ADA)1/2" 2"--S-3 1/2"1 -1/2"SINK(ADA)1/2" REMOVE AND REPLACE EXISTING WATER HEATER WITH SIMILAR TANK , FLUE SIZE AND GAS INPUT (199 CFH). BRADFORD WHITE MODEL D100T-199E-3N. 199,999 BTUH INPUT, 100 GALLON STORAGE, 194 GPH AT 100 DEGREES RISE. OPERATIONAL WEIGHT 1500LBS SIMMONS "ALLURA" SHOWER VALVE ASSEMBLY MODEL NO. S4701 TRMTC, 1.5GPM FLOW RESTRICTOR, TEMPERATURE PRESSURE BALANCING FLOW CONTROL VALVE COMPLETE WITH SPINDLE, LEVER HANDLE, SHOWER HEAD, SHOWER VALVE, SHOWER VALVE TRIM, METAL INSERTS SHOWER HANDLE. UNIT SHALL BE COMPLETE WITH ALL APPURTENANCES READY FOR INSTALLATION AND OPERATION. UNIT SHALL BE CHROME PLATED. SIMMONS "ALLURA" SHOWER VALVE ASSEMBLY MODEL NO. 4705 TRMTC, 1.5GPM FLOW RESTRICTOR, TEMPERATURE PRESSURE BALANCING FLOW CONTROL VALVE COMPLETE WITH SPINDLE, LEVER HANDLE, METAL DIVERTER, SHOWER HEAD, HAND HELD SHOWER, 60" FLEXIBLE STAINLESS STEEL HOSE WITH QUICK DISCONNECT, 36" SLIDING BAR/GRAB BAR WITH ADA WAND. VACUUM BREAKER. UNIT SHALL BE COMPLETE WITH ALL APPURTENANCES READY FOR INSTALLATION AND OPERATION. UNIT SHALL BE CHROME PLATED. JUST MODEL NO. SLX 2019-16-GR; 10 1/2" DEEP, J-35 STRAINER, LA PATTERN P TRAP, CHICAGO FAUCETS 116.123.AB.4. ELECTRONIC FAUCET 110V, 1PH. TRU BRO PIPE PROTECTION SLOAN 1/4" TURN STOPS, BRASS CRAFT STAINLESS STEEL FLEXIBLE HOSE CONNECTIONS PROVIDE POINT OF USE BRADLEY MIXING VALVE No. S59-4007. JUST MODEL NO. SL 2019-16-GR; 6 1/2" DEEP, J-35 STRAINER, LA PATTERN P TRAP. CHICAGO FAUCETS 116.123.AB.4, 115V, 1PH. TRU BRO PIPE PROTECTION SLOAN 1/4" TURN STOPS, BRASS CRAFT STAINLESS STEEL FLEXIBLE HOSE CONNECTIONS PROVIDE POINT OF USE BRADLEY MIXING VALVE No. S59-4007. JUST No. SL-ADA-17519-A-GR, 3 HOLE PUNCHED, SINGLE COMPARTMENT, 18 GAUGE-TYPE 304 STAINLESS STEEL, SELF-RIMMING, 17-1/2"x19"x6-1/2" DEEP. PROVIDE POINT OF USE MIXING VALVE BRADLEY MODEL S59-4007 COMPLETE WITH CHICAGO FAUCETS 116.123.AB.4. 115V, 1PH, CHICAGO No. 8410-NF DECK MOUNTED EYE / FACE WASH WITH SEPARATE POINT OF USE MIXING VALVE BRADLEY MODEL S59-4007, CHICAGO No. 1006-ABCP LOOSE KEY STOP WITH BRAIDED STEEL SUPPLIES. McGUIRE No. PW1152WC DRAIN & McGUIRE No. PW8090NCO P-TRAP. 2"----DF-4 1/2"1 -1/2" COOLER (ADA -LOW) (EOC WING) 2"1/2" --KS-2 1/2"1 -1/2"KITCHEN SINK(ADA) (EOC WING) DAYTON STAINLESS STEEL MODEL D12522, 25"X22"X6-9/16", COUNTERTOPS MOUNTING HARDWARE, J-35 STRAINER, LA PATTERN P TRAP JUST FAUCET 1174-KS, 1.5 GPM AERATOR, TRU BRO PIPE PROTECTION SLOAN 1/4 TURN STOPS, BRASS CRAFT STAINLESS STEEL FLEXIBLE HOSE CONNECTIONS PROVIDE POINT OF USE BRADLEY MIXING VALVE No. S59-4007. ELKAY MODEL - EZSDWSWSVRSK WITH BOTTLE FILLER, SURFACE MOUNTED , NON-REFRIGERATED TYPE, ELECTRIC FOR CONTROL SENSOR 115 VOLTS, 1PH, 15 WATTS 18 GAGE 304 STAINLESS STEEL BOWL. MECHANICALLY ACTIVATED BUBBLER OR A PUSHBUTTON AND ELECTRONICALLY OPERATED WATER BOTTLE FILLER. ADA STANDARD PERSON AND ADA CHILD REQUIREMENTS WHEN MOUNTED APPROPRIATELY. PROVIDE COMPLETE WITH MOUNTING FRAME AND FILTER. (ADA HIGH/LOW) DRINKING FOUNTAIN DRINKING FOUNTAIN ELKAY MODEL EZSTLDDWSVRSK WITH BOTTLE FILLER, BI-LEVEL, SURFACE MOUNTED, NON-REFRIGERATOR, ELECTRICAL 115 VOLTS, 1PH, 15WATTS, 18 GAGE, 304 STAINLESS STEEL BOWL. MECHANICALLY ACTIVATED BUBBLER OR A PUSH BUTTON AND ELECTRONICALLY OPERATED WATER BOTTLE FILLER. ADA STANDARD PERSON AND ADA CHILD REQUIREMENTS WHEN MOUNTED APPROPRIATELY. PROVIDE COMPLETE WITH MOUNTING FRAME AND FILTER. ELKAY MODEL - EZSDWSWSVRSK WITH BOTTLE FILLER, SURFACE MOUNTED , NON-REFRIGERATED TYPE, ELECTRIC FOR CONTROL SENSOR 115 VOLTS, 1PH, 15 WATTS, 18 GAGE 304 STAINLESS STEEL BOWL. MECHANICALLY ACTIVATED BUBBLER OR A PUSHBUTTON AND ELECTRONICALLY OPERATED WATER BOTTLE FILLER. ADA STANDARD PERSON AND ADA CHILD REQUIREMENTS WHEN MOUNTED APPROPRIATELY. PROVIDE COMPLETE WITH MOUNTING FRAME AND FILTER. 2"----1/2"1 -1/2" ELKAY MODEL EZSTLDDWSVRSK WITH BOTTLE FILLER, BI-LEVEL, SURFACE MOUNTED, NON-REFRIGERATOR, ELECTRICAL 115 VOLTS, 1PH, 15 WATTS, 18 GAGE 304 STAINLESS STEEL BOWL. MECHANICALLY ACTIVATED BUBBLER OR A PUSH BUTTON AND ELECTRONICALLY OPERATED WATER BOTTLE FILLER. ADA STANDARD PERSON AND ADA CHILD REQUIREMENTS WHEN MOUNTED APPROPRIATELY. PROVIDE COMPLETE WITH MOUNTING FRAME AND FILTER. DRINKING FOUNTAINDF-3 (ADA HIGH/LOW) (EOC WING) PLUMBING FIXTURE AND EQUIPMENT SCHEDULEPIPE MATERIALS EXPANSION TANK SCHEDULE EXISTING HOT WATER RETURN PUMP SCHEDULE TABLE 120.3-A PIPE INSULATION THICKNESS CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: P002 SCHEDULES CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 1 04.14.21 CONSTRUCTION CHANGE 01 1 1 REF.(E)GAS METER. NO NEW GAS LOAD HAS BEEN ADDED FOR THE NEW IMPROVEMENT PLANS APPROX. LOCATION OF EXISTING 3/4" GAS LINE TO REMAIN COTG APPROX. LOCATION OF EXISTING 4" SS EXISTING 3"CW SCALE: 1" = 20'-0" P101 1 PLUMBING SITE PLAN CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1" = 20'-0" P101 PLUMBING SITE PLAN CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21SCALE: 1" = 20'-0" (1:240) 0'10 20 40 80N KEYNOTES 1 04.14.21 CONSTRUCTION CHANGE 01 1 FD FD FDFD FD 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 3 (E)2"W (E)2"W 72 21 21 3 4 5 5 21 73 (E)3/4"CW (E)4"S(E)4"S (E)4"S (E)1 1/4"HW(E)2"CW (E)3/4"HW(E)3/4"HW(E)2"W(E)3/4"G(E)1 1/4"CW(E)1 1/4"HW(E)2"CW(E)1 1/2"HW(E)4"S(E)3/4"CW (E)2 1/2"HW (E)2"W 2" (E)2 1/2" STORAGE 185 SALLY PORT 181 PROPERTY & EVIDENCE 159 NARCOTICS 158 HALLWAY 193 MECH EQUIP 171 CRIME ANALYST 141 WOMEN'S 168 ELEV. #2 EL02 VESTIBULE ROOM 199 HALLWAY 191 ELEV EQUIP 172 STAIR #2 ST02 METER ROOM 173 PHYSICAL FITNESS 161 VESTIBULE 162 MEN'S 163 MEN'S LOCKERS 164 VEST 166 TRAFFIC SUPERVISOR 108 LOBBY 101 HALLWAY E172 MEN E173 WOMEN E174 RECORDS SUPERVISOR 110 STAIR #1 ST01 ELEV. #1 EL01 ELEV EQUIP 175 HALLWAY 196 MASTER MPOE / MDF ROOM 143 HALLWAY 192 ELECT. 142 EVIDENCE LOCKERS 194 DISPATCH CENTER 144 WOMEN 148 MEN 149 HALLWAY 195 WATCH COMMANDER 133 BRIEFING 121 ELEC. ROOM 174 (E)1 1/2"V (E)3/4"G" (E)2"W (E)3"CW (E)2 1/2"(E)1"HWR(E)2 1/2"CW(E)4"S4 (E) VENT TO REMAIN 4 4 HALLWAY 197 1 2 3 INTERVIEW 164 EVIDENCE VEHICLES 136 DRYING ROOM 184 WOMENS LOCKER 120 SHOWER #2 153 DRYING 153 SHOWER #1 153 VESTIBULE 167 SHOWER #4 153 TRAFFIC 106 PUBLIC RELATIONS 103 CRIME PREVENT 103A FINGER PRINTING 104 ATRIUM 103 RECORD 168 INTERVIEW /PRESS 165 WORK 166 STORAGE 167 WATCH COMMAND 168 COMM/ SUPERVISOR 110 LOUNGE/ STORAGE 111 A.V. EQUIP 160 COFFEE 123 WET CLOSET 157A SGT 157 SGT 156 STORAGE 155 REPORT WRITING 154 FIELD EQUIP. 153 ARMORY 152 OFFICE 150 (E)3" VTR FD-1 3 4 3 3 (TYP. 2) 3 21 4 4 1 6 2(E) GAS LINE FROM (E) GAS METER (E) 3"CW LINE TO REMAIN (E)4"COTG 1 4 8 44 1 4 2 3 (E)2 1/2"HW (E)3/4"CW (E)1"HWR (E)3/4"CW & HW UP TO 2ND FLOOR 2 2 1 2 3 7 1 8 1 8 (TYP. 4) 18(TYP. 2) (E) 2"V UP (E)2"W(E) 2"CW UP (E)FCO (E)FCO 7 14 9 9 10 10 SCALE: 1/8" = 1'-0" P201 1 DEMOLITION FLOOR PLAN - LEVEL 1 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P201 DEMOLITION FLOOR PLAN -LEVEL 1 CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) KEYNOTESKEYNOTES REMOVE EXISTING FIXTURE AND DISPOSE OFF IN APPROVED MANNER. CAP HW & CW ABOVE CEILING WITH ISOLATION VALVES. CAP VENT GAS TIGHT IN CEILING SPACE. EXISTING FLOOR DRAIN TO BE REMOVED. CAP SOIL / WASTE PIPE GAS TIGHT BELOW FLOOR. CAP VENT PIPE GAS TIGHT BELOW FLOOR. CAP EXISTING 4" WASTE / SEWER LINE BELOW GRADE. CAP SOIL / WASTE PIPE GAS TIGHT BELOW FLOOR. TEMPORARY CAP EXISTING UTILTIES FOR RE-CONNECTION WITH ISOLATION VALVES. EXISTING FLOOR DRAINS IN PUBLIC RESTROOM TO REMAIN. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING FLOOR DRAINS PRIOR TO BID. (E)3/4" GAS LINE TO REMAIN IN PLACE. CAP GAS PIPE IN CEILING SPACE WITH S.O.V. PROVIDE CEILING ACCESS PANEL. 1 2 3 4 5 6 7 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. 17. THE ISOLATION VALVES WITH CEILING ACCESS PANEL SHALL BE PROVIDED AT THE POINT OF DISCONNECTION FOR DOMESTIC HOT AND COLD WATER LINES, GAS LINES AND COMPRESSED AIR LINES FOR FUTURE NEW POINT OF CONNECTIONS AND TESTING OF EXISTING AND NEW PIPE SYSTEM PER CPC-2019. 8 9 10 1 04.14.21 CONSTRUCTION CHANGE 01 1 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA SK-31/2"CW(E)2"W (E)2"W 6 4 4 13 2 6 6 5 5 OFFICE 254 TECH SERVICE CAPTAIN 255 LIEUT. 256 FIELD SERVICE CAPT. 257 ADMIN ASSIST. 258 SECRETARY 291 POLICE CHIEF 289 CLOSET 290 MEN 292 CONFERENCE 288 STOR. 287 COFFEE 286 WOMEN 285 FIRE CHIEF 283 SECRETARY 282 CLOSET 284 FIRE DIV. CHEIF 281 FIRE ADMIN 280 WOMEN 235 MEN 232 MECHANICAL EQUIP. 221 HALLWAY 264 ELEV. #1 EL01 STORAGE 279 CLERICAL 278 FIRE ANALYST 277 EMS MGR 276EMPTY 275 STAIR #1 ST01 HALLWAY 273 STORAGE 274 FIRE TRAINING OFFICER 272 CRIME OF VIOLENCE 210 EOC DIRECTOR 271 JUVENILE SERVICES SERGEANT 211 OFFICE 209 HALLWAY 215 INTERVIEW 212 INTERVIEW 213MAILROOM 214 ELEC. ROOM 207 STAIR #2 ST02 VEST. 268 ELEV. #2 EL02 CSI 225 1 1 5 (E)VTR 71 7 7 KITCHEN 244B STAFF LOUNGE 244 PRINTS 243BFILM PROCESS 240A CORRIDOR 236 CORRIDOR 262 VEST 240 CUST. 239 VEST 237 LIBRARY 253 TRAINING OFFICER 254 RESERVES ASSIST. 258 EMERG. SERVICES 230 VICE / NARCOTICS 228 TAPE & MONITOR 224 INVESTIGATIVE SERVICES 224 CONF. 233 INVEST CAPTAIN 226 INVEST CAPTAIN 225 CORRIDOR 206 WORK / REPRO 256 WAITING & DISPLAY 257 CLERICAL POOL 251 18 18 (E)2"W DOWN (E)3/4" HW&CW FROM BELOW (E)1-1/2"V UP FROM BELOW (E)2"VTR 76 (E)2" VTR 1 8 (TYP. 4) 1 8 (TYP. 4) 18 18 14 9 9 SCALE: 1/8" = 1'-0" P202 1 DEMOLITION FLOOR PLAN - LEVEL 2 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P202 DEMOLITION FLOOR PLAN -LEVEL 2 CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) KEYNOTESKEYNOTES 1 REMOVE EXISTING FIXTURE AND DISPOSE OFF IN AN APPROVED MANNER. CAP VENT GAS TIGHT IN CEILING SPACE. EXISTING HW DISPENSER TO BE REMOVED AND TURN OVER TO OWNER. EXISTING DRAIN TO BE REMOVED. CAP WASTE PIPE GAS TIGHT BELOW FLOOR. REMOVE THERMOSTATIC CONTROLLER AND DISPOSE OFF IN AN APPROVED MANNER. CAP HW & CW ABOVE CEILING WITH ISOLATION VALVES. CAP SOIL / WASTE PIPE GAS TIGHT BELOW FLOOR. TEMPORARY CAP EXISTING UTILITIES FOR RE-CONNECTION WITH ISOLATION VALVES. EXISTING FLOOR DRAINS IN PUBLIC RESTROOM TO REMAIN. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING FLOOR DRAINS PRIOR TO BID. 2 3 4 5 6 7 8 GENERAL NOTES 9 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. 17. THE ISOLATION VALVES WITH CEILING ACCESS PANEL SHALL BE PROVIDED AT THE POINT OF DISCONNECTION FOR DOMESTIC HOT AND COLD WATER LINES, GAS LINES AND COMPRESSED AIR LINES FOR FUTURE NEW POINT OF CONNECTIONS AND TESTING OF EXISTING AND NEW PIPE SYSTEM PER CPC-2019. 1 04.14.21 CONSTRUCTION CHANGE 01 1 10 11 12 13 G H L 15 16 J EMERGENCY OPERATING CENTER (E.O.C.) E183 MEETING ROOM E184MEETING ROOM E185 STORAGE E182 HALLWAY E181 OFFICE E180 MEN E179 AV EQUIP. E186 ELECT. E188 LOBBY E175 WOMEN E178 RECORDS SUPERVISOR 110 HALLWAY E172 MEN E173 WOMEN E174 VEST. E177 14 1 1 2 2 3 3 4 4 57 P501 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P202.1 DEMOLITION PLAN -EOC WING CARLSBAD SAFETY CENTER RENOVATION Author Checker 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 KEYNOTESKEYNOTES REMOVE EXISTING DRINKING FOUNTAIN. TEMPORARY CAP UTILITIES FOR RE-CONNECTION. EXISTING PLUMBING FIXTURES AND ASSOCIATED PIPING IN RESTROOMS TO REMAIN. EXISTING FLOOR DRAINS IN PUBLIC RESTROOM TO REMAIN. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF EXISTING FLOOR DRAINS PRIOR TO BID. REMOVE BREAKROOM SINK. TEMPORARY CAP UTILITIES FOR RE-CONNECTION WITH ISOLATION VALVES. DEMO EXISTING WATER HEATER. TEMPORARY CAP ALL WATER LINES AND GAS LINE FOR RE-CONNECTION. 1 2 GENERAL NOTES SCALE: 1/8" = 1'-0" P202.1 1 DEMOLITION FLOOR PLAN - EOC WING 3 4 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. 17. THE ISOLATION VALVES WITH CEILING ACCESS PANEL SHALL BE PROVIDED AT THE POINT OF DISCONNECTION FOR DOMESTIC HOT AND COLD WATER LINES, GAS LINES AND COMPRESSED AIR LINES FOR FUTURE NEW POINT OF CONNECTIONS AND TESTING OF EXISTING AND NEW PIPE SYSTEM PER CPC-2019. 1 04.14.21 CONSTRUCTION CHANGE 01 1 5 10 11 12 13 H L 15 16 J 14 111 3 (E)AC-1 (E)AC-2 (E)AC-3 (E)AC-4 3 3 2 4 5 5 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P203.1 DEMOLITION ROOF PLAN -EOC WING CARLSBAD SAFETY CENTER RENOVATION Author Checker 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 KEYNOTESKEYNOTES REMOVE (E) HVAC UNIT GAS PIPE. CAP (E) GAS PIPE 3" ABOVE ROOF FLASHING FOR RE-CONNECTION. PROVIDE ISOLATION VALVES AT POINT OF DISCONNECTION FOR FUTURE USES. DISCONNECT (E) CONDENSATE PIPING FROM (E) HVAC UNIT. CONDENSATE PIPING TO REMAIN FOR RECONNECTION. REMOVE (E) CONDENSATE DRAIN PIPE AND CAP BELOW ROOF FOR RECONNECTION. PATCH ROOF OPENING. DISCONNECT (E) GAS PIPE FROM (E) HVAC UNIT. GAS PIPING TO REMAIN FOR RECONNECTION. PROVIDE ISOLATION VALVES AT POINT OF DISCONNECTION FOR FUTURE USES. EXISTING CONDENSATE / GAS PIPING DOWN TO FLOOR BELOW. 1 2 GENERAL NOTES SCALE: 1/8" = 1'-0" P203.1 1 DEMOLITION ROOF PLAN - EOC WING 3 4 5 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. 17. THE ISOLATION VALVES WITH CEILING ACCESS PANEL SHALL BE PROVIDED AT THE POINT OF DISCONNECTION FOR DOMESTIC HOT AND COLD WATER LINES, GAS LINES AND COMPRESSED AIR LINES FOR FUTURE NEW POINT OF CONNECTIONS AND TESTING OF EXISTING AND NEW PIPE SYSTEM PER CPC-2019. 1 04.14.21 CONSTRUCTION CHANGE 01 1 TT TTT TTTTT T TTT T TTTTTTTTTTT T TT TT T T TT TTTTTTT TT TT T TTEnter Tag Here T 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA DISPATCH CENTER 144 (E) 2"W (E) 2"W (E)3/4"CW (E)4"S(E)4"S (E)4"S (E)1 1/4"HW(E)1-1/2"CW (E)3/4"CW(E)3/4"HW(E)2"W(E)3/4"G(E)1 1/4"CW(E)1 1/4"HW(E)2"CW(E)1 1/2"HW(E)4"S(E)2"W (E)1 1/2"V (E)3/4"G (E)2"W (E)3"CW (E)2 1/2"HW (E)1"HWR(E)2 1/2"CWSTORAGE 182 DRYING ROOM 184 STORAGE 185 SALLY PORT 181 INTERVIEW CELL SAFETY CELL CUST CLOSET CELL CELL PRISONER INTAKE ENTRY CORRIDOR PROPERTY & EVIDENCE 159 INTERVIEW 160 NARCOTICS 158 BAG TAG 156 EVIDENCE 157 EVIDENCE LOCKERS 194 ELECT. 142 HALLWAY 195 MASTER MPOE / MDF ROOM 143 HALLWAY192CRIME ANALYST 141 MECH EQUIP 171 ELEV. #2 EL02 VESTIBULE ROOM 199 HALLWAY 191 ELEV EQUIP 172 STAIR #2 ST02 METER ROOM 173 ELEC. ROOM 174 PHYSICAL FITNESS 161 VESTIBULE 162 MEN'S 163 WOMEN'S 168 WOMEN'S LOCKERS 169 MEN'S LOCKERS 164 (E)VENT UP TO 2ND FLOOR (E)4"S7 8 5 2"WWATCH COMMANDER 133 WATCH COMM OFFICE 134 ATRIUM / REPORT WRITING 131 VEST 166 HALLWAY 103 TRAFFIC SUPERVISOR 108 CRIME LIVESCAN 107 MEETING 106 PUBLIC COUNTER 104 LOBBY 101 HALLWAY 197 PUBLIC INQUIRY 105 PATROL SERGEANT 111 ELEV. #1 EL01 ELEV EQUIP 175 STAIR #1 ST01 HALLWAY E172 RECORDS SUPERVISOR 110 MEN E173 WOMEN E174 RECORDS 109 TRAFFIC OFFICE 113 TRAFFIC OFFICE 114 TRAFFIC OFFICE 115 LOUNGE 146COMM SUPERVISOR 145 WOMEN 148 MEN 149 DRY CLEANING 125 TRAFFIC 116 BRIEFING 121 BATTERY CHARGING/ SHOTGUN STORAGE 126 COFFEE 123 REAR ENTRY 122 CST 151 HOMLESS OUTREACH 155 OFFICE 154 OFFICE 152 CST OFFICE 153 (E)3/4"CW(E)2 1/2"HW 6 1 30 4 (E)3/4"HW 3 21 (E)3"W 3 911 (E)3"V UP 1-1/2" V KS-1 DF-1 MEN'S SHOWERS 165 HALLWAY 193 13 14 12 2"W3/4"HW3/4"CW9 (E)2"CW (E)1 1/4"HW 15 1/2"CW1/2"HW16 (E)1"HWR(E)2"CW (E)1 1/4"HW (E)1 1/4"HW (E)S.O.V 3/4"HWR3/4"HWR INTERVIEW ROOM 183 17 FC-8 3/4"CD20 19 29 20 CRAC-1 CRAC-2 (E)3"V UP 11 21 22 11 KS-1 10 9 16 16 11 S-3 (E)3"V UP TD-1 TD-1 TD-1 TD-1 25 11 9(TYP. 4) 16 9 16 (TYP.) 23 TP-1 24 FD-1 P501 1 P501 3 WOMEN'S SHOWERS 170 3/4"HWR (E)2-1/2"HW (E)3/4"CW (E)GAS LINE TO REMAIN (E)2"V UP TO 2ND FLOOR 3/4"CD 19 (E)3"CW LINE TO REMAIN 1/2"HWR CS-1 CS-1 (E)3/4" GAS LINE FROM (E) GAS METER 19 26 3/4"CD18 18 (E)2 1/2"HW (E)3/4"CW (E)1"HWR (E)3/4" CW & HW UP TO 2ND FLOOR FC-10 FC-11 FC-12 IMB-1 27 27 19 2228 ICE MACHINE 20 3/4"CD3/4"CD 3/4"CD29 29 31 SOV 3/4"CD 20 19 29 20 SEISMIC JOINT 12 P801 SEISMIC JOINT 10 P801 (TYP. 4) 23 (TYP. 3) 21 FS-1 (E)2"WP501 2 P501 4 S.O.V 7 P501 S-2 S-2 25 (E)2"CW(E)1 1/4"HW(E)2"CW UP (E)3/4"CW(E)2"CW 3 32 22 33 (E)2"V UP WC-2WC-1 WC-1 WC-2U-1U-2 25(TYP. 2) 25 (TYP. 4) (E)3/4" HW & CW UP (E)3/4" HW & CW UP (E)FCO(E)FCO 34 WCO FCO S.O.V 2% SLOPE1% SLOPE 1% SLOPE2% SLOPE1% SLOPE 1% SLOPE 1% SLOPEWCO 2% SLOPE2"WFCO (E)4"S FCO FCO (E)COTG 14 S.O.V S.O.V S.O.V S.O.V (E)3/4"CW S.O.V S.O.V 29 26 29 35 35 35 SCALE: 1/8" = 1'-0" P205 1 PROPOSED FLOOR PLAN - LEVEL 1 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P205 PROPOSED FLOOR PLAN -LEVEL 1 CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 KEYNOTESKEYNOTES 1/2" HW & CW UP IN WALL TO FLOOR ABOVE. 3" WASTE DOWN FROM FLOOR ABOVE. CONNECT 3/4" HW & 3/4" CW TO EXISTING 3/4" HW & 3/4" CW IN CEILING SPACE. 3" WASTE DOWN IN WALL, CONNECT TO EXISTING 3" WASTE BELOW GRADE. 2" WASTE DOWN IN WALL TO BELOW GRADE. CAP SOIL / WASTE PIPE GAS TIGHT BELOW FLOOR. REMOVE EXISTING VERTICAL DRAIN PIPE IN WALL AT LEVEL 1 AND CAP GAS TIGHT BELOW GRADE. CONNECT 4"S TO EXISTING 4"S FROM SECOND FLOOR AND RE-ROUTE AS SHOWN. 4" SEWER DOWN IN WALL CONNECT TO EXISTING 4" SEWER UNDER GRADE. 1 1/2" VENT UP, 2"W DOWN. PROVIDE WALL CLEAN-OUT. 3/4"CW & 3/4"HW DOWN IN WALL TO FIXTURE. CONNECT 1 1/2" VENT TO EXISTING VENT ABOVE CEILING. CONNECT 2"W TO EXISTING 4"S BELOW GRADE. CONNECT 1"HW & 1-1/4"CW TO EXISTING 1-1/4"HW & 2"CW ABOVE CEILING. 1"HW & 1-1/4"CW UP IN WALL TO FLOOR ABOVE. CONNECT 3/4" HW & 3/4" CW TO EXISTING 1-1/4" HW & 2" CW IN CEILING SPACE. CONNECT 2"W TO EXISTING WASTE / SEWER LINE BELOW GRADE. CONNECT 3/4" HWR TO EXISTING 1" HWR IN CEILING SPACE. CIRCUIT SETTER. 3/4" CD UP IN WALL TO ABOVE CEILING SPACE. 3/4" CD DOWN IN WALL CONNECT TO TAILPIECE OF FIXTURE. CONNECT 3/4" VENT TO (E)1-1/2" VENT ABOVE CEILING. CONNECT 2" W TO EXISTING 2" W BELOW GRADE. CONNECT HOT & COLD WATER TO SHOWER. CONNECT 1/2" CW TO TRAP PRIMER. CONNECT NEW FIXTURE TO EXISTING ROUGH-IN. ADJUST ROUGH-IN FOR NEW FIXTURE CONNECTION. CONNECT 3/4"CD WITH TRANSITION TO 1/2" UNIT CONDENSATE CONNECTION. MECHANICAL CONTRACTOR TO PROVIDE CONDENSATE OVERFLOW SWITCH. 1 1/2" VENT UP, 2" W DOWN. CONNECT 1/2" CW WITH S.O.V SERVING WATER FOUNTAIN AND ICE MACHINE TO EXISTING CW ABOVE CEILING. CONDENSATE PUMP BY MECHANICAL. SEE MECHANICAL FAN COIL SCHEDULE. 2"W DOWN FROM FLOOR ABOVE. CONNECT 1/2" HWR TO EXISTING 1" HWR ABOVE CEILING. 1-1/2" VENT UP, 2" W DOWN. PROVIDE WALL CLEAN-OUT. CONNECT 1-1/2" VENT TO EXISTING 2" VENT ABOVE CEILING. WASTE PIPING ABOVE CEILING. MECHANICAL CONTRACTOR SHALL PROVIDE OVERFLOW SWITCH FOR OVERFLOW CONDENSATE. 1 2 3 4 5 6 7 8 9 10 11 12 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 GENERAL NOTES 32 33 34 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. 17. THE ISOLATION VALVES WITH CEILING ACCESS PANEL SHALL BE PROVIDED AT THE POINT OF DISCONNECTION FOR DOMESTIC HOT AND COLD WATER LINES, GAS LINES AND COMPRESSED AIR LINES FOR FUTURE NEW POINT OF CONNECTIONS AND TESTING OF EXISTING AND NEW PIPE SYSTEM PER CPC-2019. 35 1 04.14.21 CONSTRUCTION CHANGE 01 1 10 11 12 13 G H L 15 16 J STORAGE E182HALLWAY E181 OFFICE E180 MEN E179 WOMEN E178 RECORDS SUPERVISOR 110HALLWAY E172 MEN E173 WOMEN E174 LOBBY E175 HALLWAY E176 EMERGENCY OPERATING CENTER (E.O.C.) E183 MEETING ROOM E184 MEETING ROOM E185 ELECT. E188 AV EQUIP. E186 CUST. E187 VEST. E177 14 DF-3 21 DF-4 21 KS-2 KS-2 3 3 WH-1 ET-1 TMV-1 7 P5014 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P205.1 FLOOR PLAN -EOC WING CARLSBAD SAFETY CENTER RENOVATION Author Checker 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 KEYNOTESKEYNOTES RE-CONNECT EXISTING 1/2" CW, 2" W, 1-1/2" VENT TO NEW FIXTURE. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION, SIZE, INVERT ELEVATION OF NEW P.O.C PRIOR TO BID. RE-CONNECT EXISTING 1/2" CW, 1/2" HW, 2" W, 1-1/2" VENT TO NEW FIXTURE. INSTALL NEW WATER HEATER WH-1 CONNECT TO EXISTING CW, HW, HWR AND GAS SUPPLY. PROVIDE AND INSTALL EXPANSION TANK ET-1 FOR NEW WATER HEATER. 1 2 GENERAL NOTES SCALE: 1/8" = 1'-0" P205.1 1 PROPOSED FLOOR PLAN - EOC WING 3 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. 17. THE ISOLATION VALVES WITH CEILING ACCESS PANEL SHALL BE PROVIDED AT THE POINT OF DISCONNECTION FOR DOMESTIC HOT AND COLD WATER LINES, GAS LINES AND COMPRESSED AIR LINES FOR FUTURE NEW POINT OF CONNECTIONS AND TESTING OF EXISTING AND NEW PIPE SYSTEM PER CPC-2019. 1 04.14.21 CONSTRUCTION CHANGE 01 1 4 FD FD FD PFTT T T TTT T TT TT T T T TT T TTT T TTTT TTTTT T T TTTCO2T CO2 T T TT T TT TT1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA (E)2"W 2"W CSI 225 ROOF TERRACE 246 CLEAN OFFICE 251 TRAINING COORDINATOR'S OFFICE 252 OFFICE 253 OFFICE 254 TECH SERVICE CAPTAIN 255 LIEUT. 256 FIELD SERVICE CAPT. 257 ADMIN ASSIST. 258 ALS ROOM 224 IN-PROCESS EVID./STOR. 223 JANITOR OFFICE 222 MECHANICAL EQUIP. 221 VEST. 231 MEN 232 WORKROOM / IDF ROOM 237 JANITOR 233 IT OFFICE 238 VEST. 234 WOMEN 235 IT MEETING 239ELEV. #2 EL02 VEST. 268 STAIR #2 ST02 ELEC. ROOM 207 INTERVIEW 203 VICE / NARCOTICS 202 OFFICE 206 HALLWAY 264 INVESTIGATIVE SERVICES 201SGT. OFFICE 205 SGT. OFFICE 204 OFFICE 208 OFFICE 209 MAILROOM 214 INTERVIEW 213 INTERVIEW 212 JUVENILE SERVICES SERGEANT 211 CRIME OF VIOLENCE 210 FIRE TRAINING OFFICER 272 EOC DIRECTOR 271 LOUNGE 244 FIRE ADMIN 280 FIRE DIV. CHEIF 281 ELEV. #1 EL01 STORAGE 279 STAIR #1 ST01 STORAGE 274 HALLWAY 273 EMPTY 275 EMS MGR 276 FIRE ANALYST 277 CLERICAL 278 RES. ASSIST. 240 STORAGE 242 JANITOR 243 ADMIN CSO 241 CLERICAL POOL 261 SECRETARY 282 FIRE CHIEF 283CLOSET 284 WOMEN 285 WORK REPRO 294 COFFEE 286 STOR. 287 CONFERENCE 288 MEN 292 HALLWAY 293 SECRETARY 291 CLOSET 290 POLICE CHIEF 289 OFFICE 260 S-1 S-1 (E)2" VTR 2 3 1 1/2"V KS-1 2 11 3 2 TP-1 5 FD-1 TMV 6 ESH-1 16 3 FD-1 FD-1 HALLWAY 262 8 (E)2"W DN.(E)2"W1/2"CW1/2" 7 10 11 10 3/4" CD 1 9 HALLWAY 267 FC-5 1" CD 3/4" CD11 (E)3" VTR (E) VTR P501 5 2 1 2 2 2"W (E)3"VTR (E) 3"VTR (E) 2"VTR 11 3/4" CD FC-9 (E) 2"VTR 1" CD 11 1 1/2"VHALLWAY 269 DF-2 13 1512 DF-213 P501 6 2" AV TO ROOF 7 1" CD 1" CD11 L-1 L-1 13 13 WC-2WC-1U-2U-1 WC-2WC-1WC-1WC-1 13 (TYP. 4) 13 (TYP. 4) (E)2" VTR (E)3/4" HW & CW FR BEL. (E)3/4" HW & CW FR BEL. WCO WCO WCO WCO 1% SLOPE 1% SLOPE1% SLOPE1% SLOPE1% SLOPE 1% SLOPE 4 CORRIDOR 263 14 7 FC-11 1514 3/4" CD 1% SLOPE 3/4" CD 1% SLOPEFC-2 FC-3 11 12 14 12 15 12 15 SCALE: 1/8" = 1'-0" P207 1 PROPOSED FLOOR PLAN - LEVEL 2 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P207 PROPOSED FLOOR PLAN -LEVEL 2 CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) KEYNOTESKEYNOTES 1/2" HW & 1/2" CW UP FROM FLOOR BELOW TO FIXTURE. 1-1/2" VENT UP, 2" WASTE DOWN. PROVIDE WALL CLEAN-OUT. CONNECT 1 1/2" VENT TO EXISTING VENT TO ROOF. FIELD VERIFY EXACT LOCATION OF EXISTING VENT TO ROOF. 1-1/4" CW DOWN IN WALL CONNECT TO FIXTURE. CONNECT 2" W TO EXISTING WASTE PIPING IN CEILING. 1-1/4" CW & 1" HW UP FROM FLOOR BELOW. 1" CD DOWN FROM EQUIPMENT ON ROOF. 3"W DOWN TO FLOOR BELOW. 3/4" CD DOWN IN WALL SPILL INTO FIXTURE WITH 2" AIRGAP. 3/4" CD DOWN FROM EQUIPMENT ON ROOF. CONDENSATE DRAIN DOWN IN WALL CONNECT TO TAILPIECE OF FIXTURE. CONDENSATE PUMP BY MECHANICAL. SEE MECHANICAL FANCOIL SCHEDULE. CONNECT FIXTURE TO EXISTING ROUGH-IN. ADJUST ROUGH-IN FOR NEW FIXTURE CONNECTION. 3/4" CD UP IN WALL TO ABOVE CEILING SPACE. MECHANICAL CONTRACTOR SHALL PROVIDE OVERFLOW SWITCH FOR OVERFLOW CONDENSATE. 1-1/2" VTR FROM FLOOR BELOW. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 GENERAL NOTES 15 16 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. 17. THE ISOLATION VALVES WITH CEILING ACCESS PANEL SHALL BE PROVIDED AT THE POINT OF DISCONNECTION FOR DOMESTIC HOT AND COLD WATER LINES, GAS LINES AND COMPRESSED AIR LINES FOR FUTURE NEW POINT OF CONNECTIONS AND TESTING OF EXISTING AND NEW PIPE SYSTEM PER CPC-2019. 1 04.14.21 CONSTRUCTION CHANGE 01 1 1 1 1 1 2 3 4 5 6 7 8 9 10 11 12 133.1 A B C D E F G H AA 3 1 1 AC-9 (36,000 BTUH) AC-8 (72,000 BTUH) AC-7 (48,000 BTUH) (E) VTR (E) VTR (E) VTR (E) VTR (E) VTR (E) VTR (E) VTR 2 4 (E) VTR 3 P801(TYP.) 2 4 DOAS-1 (180,000 BTUH) 5 3 (E) VTR 14 AC-10 (72,000 BTUH) 3 4 1-1/2" VTR SCALE: 1/8" = 1'-0" P211 1 ROOF PLAN CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P211 ROOF PLAN CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 0'4'8'16'32'N SCALE: 1/8" = 1'-0" (1:96) KEYNOTESKEYNOTES 3/4" CD DOWN THRU ROOF TO FLOOR BELOW. CONNECT 3/4" CONDENSATE PIPING TO HVAC UNIT. 1" CD DOWN THRU ROOF TO FLOOR BELOW. CONNECT 1" CONDENSATE PIPING TO HVAC UNIT. 2" ACID VENT TO ROOF. 1 2 3 4 5 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. 17. THE ISOLATION VALVES WITH CEILING ACCESS PANEL SHALL BE PROVIDED AT THE POINT OF DISCONNECTION FOR DOMESTIC HOT AND COLD WATER LINES, GAS LINES AND COMPRESSED AIR LINES FOR FUTURE NEW POINT OF CONNECTIONS AND TESTING OF EXISTING AND NEW PIPE SYSTEM PER CPC-2019. GENERAL NOTES 1 04.14.21 CONSTRUCTION CHANGE 01 1 1 10 11 12 13 G H L 15 16 J 14 (E)AC-1 (3 TON) AC-2 (6 TON) AC-3 (6 TON) AC-4 (6 TON) 5 4 6 7 S.O.V (TYP.) 2 3 3 42 2 52 1 3 42 52 11 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/8" = 1'-0" P211.1 ROOF PLAN -EOC WING CARLSBAD SAFETY CENTER RENOVATION Author Checker 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 KEYNOTESKEYNOTES CONNECT 1" GAS PIPE (80 CFH) TO AC UNIT. SEE DETAIL 3 / P801. CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION, SIZE, INVERT ELEVATION OF NEW P.O.C PRIOR TO BID. CONNECT CONDENSATE DRAIN PIPE TO AC UNIT. SEE DETAIL 3 / P801. CONDENSATE DRAIN PIPE DOWN AND CONNECT TO EXISTING CONDENSATE DRAIN PIPE BELOW ROOF IN CEILING SPACE. CONNECT 1" GAS TO (E) GAS LINE RISER ON ROOF. RE-CONNECT (E) CONDENSATE PIPING TO (E) HVAC UNIT PER DETAIL 3 / P801. RE-CONNECT (E) GAS PIPING TO (E) HVAC UNIT PER DETAIL 3 / P801. 1 2 GENERAL NOTES SCALE: 1/8" = 1'-0" P211.1 1 PROPOSED ROOF PLAN - EOC WING 3 4 5 6 7 1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. 17. THE ISOLATION VALVES WITH CEILING ACCESS PANEL SHALL BE PROVIDED AT THE POINT OF DISCONNECTION FOR DOMESTIC HOT AND COLD WATER LINES, GAS LINES AND COMPRESSED AIR LINES FOR FUTURE NEW POINT OF CONNECTIONS AND TESTING OF EXISTING AND NEW PIPE SYSTEM PER CPC-2019. 1 04.14.21 CONSTRUCTION CHANGE 01 1 TFD FD FD PF10 11 12 13 G H K TFD FD FD PF6 E F WOMEN'S SHOWERS 170 5 G MEN'S SHOWERS 165 MEN'S LOCKERS 164 3 43.1 A B CLEAN OFFICE 251 CSI 225 ALS ROOM 224 IN-PROCESS EVID./STOR. 223 6 E F WOMEN'S SHOWERS 170 5 G MEN'S SHOWERS 165 MEN'S LOCKERS 164 3 43.1 A B CLEAN OFFICE 251 CSI 225 ALS ROOM 224 IN-PROCESS EVID./STOR. 223 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: 1/4" = 1'-0" P501 ENLARGED PLUMBING PLANS CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 0'2'4'8'16'N SCALE: 1/4" = 1'-0" (1:96) KEYNOTES 1/4" = 1'-0"1ENLARGED PLAN WOMEN'S SHOWER 170 - WASTE & VENT 1/4" = 1'-0"3ENLARGED PLAN MEN'S SHOWER 165 - WASTE & VENT 1/4" = 1'-0"5ENLARGED PLAN CSI 225 - WASTE & VENT FD-1 2"W FD-1 FD-1 ESH-1 S-1 S-1 2"W BELOW SLAB 1-1/2"V RUN IN WALL BELOW WINDOW.2"W(E)2"W (E)2"W DN. IN WALL TO FLOOR BELOW 1 1 CONNECT 2" WASTE TO EXISTING WASTE PIPING IN CEILING. CONNECT 1-1/2" VENT TO EXISTING 2" VENT TO ROOF. FIELD VERIFY EXACT LOCATION OF EXISTING VENT TO ROOF. 1-1/4" CW DOWN IN WALL CONNECT TO FIXTURE. 1-1/4" CW & 1" HW UP FROM FLOOR BELOW TO ABOVE CEILING. 1-1/2" VENT UP, 2" WASTE DOWN. PROVIDE WALL CLEAN-OUT. 3" WASTE DOWN TO FLOOR BELOW. 1/2" HW & 1/2" CW UP FROM FLOOR BELOW TO FIXTURE. CONNECT 1-1/2" VENT TO EXISTING 2" VENT ABOVE CEILING. CONNECT 2"W TO EXISTING WASTE / SEWER LINE BELOW GRADE. CONNECT 3/4" HOT AND COLD WATER TO SHOWER. CONNECT 1/2" CW TO TRAP PRIMER. 1-1/2" VENT UP, 2" WASTE DOWN. EXISTING WATER HEATER TO BE REMOVED AND DISPOSED IN AN APPROVED MANNER. TEMPORARY CAP ALL WATER LINES AND GAS LINE FOR RE-CONNECTION. INSTALL NEW WATER HEATER WH-1 CONNECT TO EXISTING CW, HW, HWR AND GAS SUPPLY. PROVIDE AND INSTALL EXPANSION TANK ET-1 FOR NEW WATER HEATER. CONNECT 3/4" HW & CW WITH S.O.V TO EXISTING 3/4" HW & CW IN CEILING SPACE. 2 2 1-1/2"V3 4 5 5 12 12 6 6 7 2 (E)2"W(E)2"W8 8 9 9 9 5 5 5 10 (E)2"W 11 9 8 5 5 TD-1 (TYP. 4) TD-2 FD-1 9 5 5 1-1/2"V5 5 (E)4"S2"W 9 9 SH-1 SH-2 SH-1 SH-1 12 1/4" = 1'-0"7ENLARGED PLAN - JANITOR ROOM - WATER HEATER REPLACEMENT WH-1 ET-1 TMV-1 13 14 15 16 13 14 15 16 (E)CP-1 ON RISER (E)2-1/2"CW (E)1"HWR S.O.V (E)2"HW (E)2-1/2"HW 3"W BELOW SLAB ANT-1 (E)2"V (TYP.) (E)1-1/2"V 17 GENERAL NOTES SEISMIC JOINT 10 P801 1/4" = 1'-0"2ENLARGED PLAN WOMEN'S SHOWER 170 - HW & CW TD-1 (E)3/4"CW (TYP. 4) (E)3/4"HW 10 (TYP.)17(TYP.) 17 (TYP.)10(TYP.) TD-1(TYP. 4) 1/4" = 1'-0"4ENLARGED PLAN MEN'S SHOWER 165 - HW & CW TP-111 TD-2 FD-1 10 1/2"CW 1/2"CW2"W SH-1 SH-2 SH-1 SH-1 (E)3/4"CW (E)3/4"HW (TYP.)17 (TYP.) 8 5 8(E)4"S8 (E)2"W TD-2 TD-1 TD-1 TD-1 TD-1(E)1-1/4"CW1/4" = 1'-0"6ENLARGED PLAN CSI 225 - HW & CW FD-1 1/2"CW1/2"CWFD-1 FD-1 ESH-1 TMV S-1 S-1 TP-1 1/2"3 4 7 ANT-1 (E)3/4"CW(E)3/4"HWTD-2 (E)1-1/4"HW2" AV TO ROOF 1 P205 5 FCO2% SLOPE2% SLOPE 1-1/2"V1-1/2"V2% SLOPE 2"W 2% SLOPE WCO WCO WCO WCO WCO (TYP.) WCO (TYP.)1-1/4"CW1"HW2" AV BELOW WINDOW WCO(E)1"HWR(E)2-1/2"HW(E)2-1/2"CW1. CONTRACTOR SHALL VERIFY ALL LOCATIONS, SIZES, ACTUAL POINT OF CONNECTION OF NEW PIPING TO EXISTING PIPING AND/OR NEW EQUIPMENT AND AVAILABILITY OF ALL ITEMS BEFORE COMMENCING ANY WORK. 2. CONTRACTOR SHALL INCLUDE IN HIS BID A FLUSHING AND COMPLETE SURVEY (WITH CAMERA) OF EXISTING MAIN DRAINAGE PIPING TO DETERMINE THE CONDITION OF THE PIPE, THE SLOPE, EXACT LOCATION, INVERT LOCATION AND SIZE OF PIPE. 3. THESE DRAWINGS ARE ESSENTIALLY DIAGRAMMATIC AND ARE NOT INTENDED TO INDICATE ALL NECESSARY OFFSETS OF PIPING. THE CONTRACTOR SHALL INSTALL MATERIAL AND EQUIPMENT IN A MANNER AS TO CONFORM TO STRUCTURE, AVOID OBSTRUCTIONS, PRESERVE HEADROOM, AND KEEP OPENINGS AND PASSAGEWAYS CLEAR. ALL INSTALLATIONS SHALL BE CONSISTENT WITH ACCEPTABLE INDUSTRY STANDARDS. CONTRACTOR SHALL PROVIDE OFFSETS, TRANSITION, ETC. AS REQUIRED (NOT SHOWN FOR CLARITY) FOR COMPLETE AND OPERABLE INSTALLATION AT NO ADDITIONAL COST TO THE OWNER. 4. NEW PLUMBING FIXTURES/EQUIPMENT INDICATED ON THIS DRAWING IS SHOWN IN APPROXIMATE POSITION(S). THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS INCLUDING EQUIPMENT LOCATIONS, POINT OF CONNECTIONS, AND STRUCTURAL MEMBERS PRIOR TO INSTALLATION. IN ALL CASES, ADEQUATE ACCESS (PER MANUFACTURERS RECOMMENDATIONS AND CODE COMPLIANCE) FOR MAINTENANCE AND REPLACEMENT OF EQUIPMENT SHALL BE PROVIDED. 5. ALL DEMOLISHED MATERIALS SHALL BECOME THE PROPERTY OF THE CONTRACTOR WHO SHALL BE RESPONSIBLE FOR PROMPT DAILY REMOVAL FROM THE SITE. REMOVE ALL DEBRIS FROM THE SITE RESULTING FROM THE WORK AT THE CONCLUSION OF DAILY CONSTRUCTION. REMOVE ALL TEMPORARY CONSTRUCTION FROM THE SITE. THE AREA OF THE SITE SHALL BE LEFT BROOM CLEAN. IF NOT, UPON NOTIFICATION, OWNER WILL PERFORM ALL NECESSARY CLEAN-UP WORK AND BACK CHARGE THE CONTRACTOR FOR THE EXPENSE THUS INCURRED. 6. ALL EQUIPMENT, MATERIAL, AND ALL CONNECTIONS THERETO SHALL BE INSTALLED COMPLETE PER MANUFACTURERS INSTRUCTIONS TO PROVIDE A COMPLETE AND FULLY OPERATIONAL SYSTEM. 7. CONTRACTOR MAY, AT HIS OPTION, REVISE PIPE ROUTING TO ALLOW FOR INSTALLATION IN THE AVAILABLE SPACE. 8. ALL WORK SHALL BE BASED ON MINIMIZING DISRUPTIONS TO EXISTING BUILDING OPERATION AND SHALL BE PERFORMED IN ACCORDANCE WITH THE WORK SCHEDULE APPROVED BY THE OWNER. 9. ALL CONNECTIONS TO EXISTING SERVICES SHALL BE MADE OR SUCH THAT INTERRUPTION TIME WILL BE AS SHORT AS POSSIBLE. THE CONTRACTOR SHALL GIVE THE OWNERS REPRESENTATIVE SUFFICIENT NOTICE OF SUCH INTERRUPTION AND THE ACTUAL SHUT-DOWN TIME SHALL BE AT A TIME DESIGNATED BY THE OWNER'S REPRESENTATIVE. ALL PIPING REQUIRING SHUT DOWN AS PART OF CONSTRUCTION (NEW AND EXISTING) SHALL BE CLEARED AND TESTED. 10. THE CONTRACTOR SHALL PROTECT ALL EXISTING STRUCTURES IN THE AREA OF WORK WHICH ARE NOT INCLUDED IN THIS CONSTRUCTION. ANY DAMAGE RESULTING FROM THIS WORK SHALL BE REPAIRED AND/OR REPLACED AT NO ADDITIONAL COST TO THE OWNER. 11. EXISTING FIXTURE REMOVED: EXISTING FIXTURES TO BE REMOVED BY PLUMBING CONTRACTOR. CAP OR PLUG EXISTING SERVICES BELOW FLOOR, ABOVE CEILING, OR BEHIND WALL UNLESS OTHERWISE NOTED. DISPOSE OR SET IN STORAGE AS DIRECTED BY THE OWNER. 12. EXISTING FIXTURE REMAIN: EXISTING PLUMBING FIXTURE OR EQUIPMENT TO REMAIN. CLEAN AND CHECK CONDITION OF FIXTURE. REPAIR/REPLACE IF NECESSARY AS APPROVED BY OWNER. 13. EXISTING WASTE BELOW FLOOR:CAP AND ABANDON ALL EXISTING WASTE PIPING BELOW FLOOR EXCEPT INDICATED TO REUSED. ROUTER AND CLEAN ALL EXISTING WASTE PIPING TO BE REUSED. 14. DEMOLITION OF EXISTING PIPING:EXISTING PIPING ABOVE CEILING AND IN EXISTING WALLS BEING DEMOLISHED, THAT IS NOT BEING REUSED, SHALL BE REMOVED UNLESS OTHERWISE NOTED. COORDINATE EXTENT OF DEMOLITION WITH THE ARCHITECT AND THE GENERAL CONTRACTOR. 15. ALL PLUMBING FIXTURES AND EQUIPMENT SHALL HAVE ANGLE STOPS AND A SEPARATE SUITE SHUT OFF VALVE. PROVIDE A CLEANOUT AT END OF EACH SOIL/WASTE LINE, AT EACH WYE AND AT 100'-0" INTERVALS. 16. THE NEW OR REPAIRED POTABLE WATER SYSTEM SHALL BE DISINFECTED PRIOR TO USE ACCORDING TO THE METHOD SET IN SECTION 609.90F CALIFORNIA PLUMBING CODE. 17. THE ISOLATION VALVES WITH CEILING ACCESS PANEL SHALL BE PROVIDED AT THE POINT OF DISCONNECTION FOR DOMESTIC HOT AND COLD WATER LINES, GAS LINES AND COMPRESSED AIR LINES FOR FUTURE NEW POINT OF CONNECTIONS AND TESTING OF EXISTING AND NEW PIPE SYSTEM PER CPC-2019. 1 04.14.21 CONSTRUCTION CHANGE 01 1 WH - EXISTING ROOF DECK TMV 1 TAPPED P-TRAP ADAPTER, PPP INC. OR EQUAL 1/2" COPPER TUBING. ROUTE (THRU PARTITION FOR RESTROOM AND EXPOSED TIGHT TO WALL IN MAINTENANCE) BELOW FLOOR TO P-TRAPS SEE PLAN. DISTRIBUTION UNIT C.W. SUPPLY 3/4"x1/2" TEE. BALL VALVE TRAP PRIMER VALVE "TP" WITH INTEGRAL BACKFLOW PREVENTER AND VACUUM BREAKER PORT. DISTRIBUTION UNIT TO BE MOUNTED (ABOVE CEILING IN MAINTENANCE ROOM AND TOILET ROOM) FINISH FLOOR WASTE LINE P-TRAP FINISHED FLOOR BRASS CLEANOUT PLUG W/ COUNTER-SUNK HEAD, 1/8 C.I. BEND C.I. WASTE LINE. LENGTH TO SUIT. 1/8 BEND IF CLEANOUT OCCURS AT END OF LINE NOTES: THE TRAP PRIMER AND DISTRIBUTION UNIT SHALL BEHIND ACCESS PANEL 1/8"C.I. BEND FLOOR LINE CHROME WALL COVER AND SCREW WASTE/SEWER PIPE (4" DIA. MAXIMUM) WALL 4 BAND STAINLESS STEEL NO HUB SHIELDED COUPLING 4 BAND STAINLESS STEEL NO HUB SHIELDED COUPLING NOTES: BALANCE OF PIPING SAME AS CLEANOUT TO GRADE. VERTICAL SUPPORT : AT EACH FLOOR, NOT TO EXCEED TO 15 FEET. HORIZONTAL SUPPORT : EVERY OTHER JOINT UNLESS OVER 4 FEET THEN SUPPORT EACH JOINT. 1) 2) 3) HOT WATER HEAT TRAP 28" DROP BRADLEY THERMOSTATIC MIXING VALVE. INSTALL PER MANUFACTURER DIAGRAM AND RECOMMENDATIONS TEMPERED WATER TO FIXTURES THERMOSTAT UNION, (TYP.) FROM HOT WATER HEATERS COLD WATER CHECK VALVE BALL VALVE, TYP. HWR BALANCING VALVETO COLD WATER INLET TO WATER HEATER HOT WATER RETURN TERMINATE FLUSH WITH FLOORAS REQUIREDHEIGHTSLOPE NOTES: ALL CONDENSATE DRAIN LINES WITHIN BUILDING SHALL BE INSULATED 1/2" PUMPED CONDENSATE DRAIN DISCHARGE FROM CONDENSATE PUMP CEILING WALL-MOUNTED FAN COIL UNIT, SEE MECH. DWGS. FOR MOUNTING HEIGHT. FLOOR 1/2" PUMPED CONDENSATE DRAIN, TYPE "M" COPPER TUBING. (TYP.) TYPE 'M' COPPER WITH WROUGHT COPPER FITTINGS THERMOMETER (TYP.)DC.W. BALL VALVE (TYP.) CHECK VALVE (TYP.) & PRESS. RELIEF VALVE A.S.M.E. RATED TEMP. s" TO APPROVED ROUTE DRAIN LINE 12 IN. MIN.X" FLUE VENT NOTE: "AMTROL" EXPANSION TANK, MTD. ON WALL. FUSED DISCONNECT SWITCH & POWER BY ELECTRICAL FINISHED FLOOR AUTOMATIC AIR RELEASE VALVE NO MORE THAN 4 FT. FR. THE PUMP & SHALL BE ACCESSIBLE FOR REPLACEMENT & REPAIR IN LIEU OF AIR RELEASE VALVE, THE PUMP SHALL BE INSTALLED ON A VERTICAL SECTION OF THE RETURN LINE. 4" HOUSEKEEPING PAD 16 GA. DRAIN PAN W/ DRAIN TO FS CP-1, DIELECTRIC UNION (TYP.) H.W.120°F HW TMV-1 1"x4" WOOD BLOCK GUSSET 6" x 6" BLOCK W/ A34, TOP & BOTTOM EACH END. 3/8"∅ x LAG BOLT TO BLOCK OR STUD. (3" MIN. EMBEDMENT). 3/8" CARRIAGE NUT & BOLT WITH WASHER UNISTRUT P1000 CHANNEL SEISMIC RESTRAINT EQUAL TO HOLDRITE HR-80-180 BALANCING VALVE DRIP LEG GAS RECEPTER HOSE BIBB WALL 3/4" CONDENSATE DRAIN FROM A/C UNITS 1" COPPER COUPLING CHROME PLATED ESCUTCHEON 1 1/2" TRAP ARM 1" COPPER ELBOW COPPER TO INCH PIPE SIZE LAVATORY OR SINK TEE 1 1/2" TAILPIECE 1 1/2" 'P' TRAP PIPE PIPE COVERING PUTTY: MINIMUM 1-1/2" THICKNESS OF FILL MATERIAL APPLIED WITHIN THE ANNULUS ON TOP SURFACE OF FLOOR. PACKING MATERIAL: MINIMUM 4PCF MINERAL WOOL BATT INSULATION U.L. SYSTEM No. C-AJ-5054 PENETRATING ITEM: COPPER TUBING 1-1/2" DIA (OR SMALLER) TYPE ''L'' OR ''K'' PIPE COVERING PIPE WALL ASSEMBLY (WOOD OR STEEL CHANNEL STUDS WITH GYPSUM WALLBOARD) WALL ASSEMBLY (WOOD OR STEEL CHANNEL STUDS WITH GYPSUM WALLBOARD) PENETRATING ITEM: COPPER TUBING 6 INCH DIA. OR SMALLER TYPE ''L'' OR ''K'' CAULK FILL MATERIAL INSTALLED TO COMPLETELY FILL ANNULAR SPACE BETWEEN PIPE AND GYPSUM WALL BOARD AND WITH A MINIMUM 1/4INCH DIA. BEAD OF CAULK APPLIED TO PERIMETER OF PIPE AT ITS EGRESS FROM THE WALL.U.L. SYSTEM No. W-L-1001 5/16''DIA x 2''LG. STEEL WALL ANCHOR EQUALLY SPACED (TOTAL OF 6) PENETRATING ITEM: COPPER TUBING 6 INCH DIA. OR SMALLER TYPE ''L'' OR ''K'' PUTTY: MINIMUM 5-INCH OF FILL MATERIAL APPLIED WITHIN THE ANNULUS ON BOTH SURFACES OF THE WALL GALV. SHEET METAL SLEEVE W/ TABS TO RETAIN PUTTY TRIM RING U.L. SYSTEM No. W-L-5001 NOTES: 1. PENETRATIONS OF PIPES, CONDUITS, ETC., IN WALLS, FLOORS OR CEILING ASSEMBLIES REQUIRING PROTECTED OPENINGS SHALL BE FIRE STOPPED. FIRE STOP MATERIAL SHALL BE A TESTED ASSEMBLY AS PRESCRIBED IN U.B.C. STANDARD 7-5 AND AS APPROVED BY THE OSHPD FIRE MARSHALL (C.B.C. 714). 2. PLUMBING CONTRACTOR TO FOLLOW CBC 712.3, CPC 301, 701.1.2.2.CONCRETE FLOOR PIPE NIPPLE 3/4" 1 1/4" 1/2" SIZE PIPE 1 1/2" OAL LIVE LENGTH 4.4"3/4"4.1"3.0" 4" 8" 5" 6" 1 1/2" 2 1/2" 2" 3" 1 1/4" 1" 11.5" -- -- -- 9.0" 8.3" 7.0" 4.8" 6.0" 5.5" 9.3"9.0" 15.8" 11.0" 12.5" 16.5" 12.0" 13.5" 7.2" 6.5" 5.5" 3.7" 4.6" 4.2" 7.8" 7.0" 6.3" 4.8" 5.5" 5.1" STAINLESS STEEL BRAIDED HOSE (LIVE LENGTH) 1 1/4" 1 1/2" 2" 1" SIZE 1/2" PIPE 17.4" 19.4" 15.2" 16.4" 3/4" 1/2" SIZE PIPE 12.6" 14.4" LENGTH LIVE NIPPLE STD THD 4.0" 6" 8" 4" 5" TABLE-1 FLANGE -- 150# 4.3" WELD 28.4" 32.4" 23.3" 25.8" 2" 1" 2 1/2" SIZE PIPE 3" 18.8" 20.6" LENGTH LIVE 4.3"4.5" OAL -- -- -- -- 5.8" 7.3" 6.8" 8.5" -- -- 13.3" -- -- -- 10.8" 9.5" 8.3" 5.3" 7.3" 6.5" NIPPLE 3.5" BRZ THD 18.4" 20.6" 16.0" 17.4" COPPER SWEAT 3.3" 6" 8" 5" 4" BRONZE BRAID HOSE (LIVE LENGTH) 13.6" 15.2" LENGTH LIVE 2 1/2" SIZE PIPE 3" -- 26.7" -- -- 22.3" 23.8" LENGTH LIVE PIPING TO BE ANCHORED ON EACH SIDE OF BUILDING SEPARATION TO TRANSMIT MOVEMENT TO THE FLEX ASSEMBLY. (TYP.) 1. FLEXIBLE SEISMIC JOINT SHALL CONSIST OF AN INNER CORRUGATED STAINLESS STEEL METAL HOSE WITH OUTER STAINLESS STEEL OR BRONZE BRAID EQUAL TO FLEXONICS SERIES 301 BRONZE OR SERIES 401M STAINLESS STEEL BRAID. 2. MOVEMENT CAPABILITIES OF ASSEMBLY (IN ALL THREE PLANES) IS BASED ON MIMIMUM LIVE LENGTH OF HOSE FOR A TOTAL OF 4" MOVEMENT DETERMINED FROM TABLE BELOW: 3. TO DETERMINE APPROXIMATE OVERALL LENGTH (OAL) OF EACH LEG OF ASSEMBLY, ADD DIMENSIONS FROM TABLE-1 BELOW: FLEXIBLE METAL HOSE ASSEMBLY END CONNECTIONS MAY FURNISHED FLANGED, WELD END, THREADED OR SWEAT TO SUIT SYSTEM PIPING. BUILDING SEISMIC SEPARATION JOINT FLOOR SINK DRAIN PIPING 45° CHAMFER AT DISCHARGE NOTES: PROVIDE INSULATION FOR CONDENSATE PIPING. ROUTE CONDENSATE PIPING TO CODE APPROVED FLOOR SINK. MINIMUM 6" TO MAXIMUM 8" GAP PER MANUFACTURER'S LIMESTONE CHIPS RECOMMENDATIONS 2" AW INLET POLYETHYLENE 5/16" THICK HIGH DENSITY TIGHT (TYPICAL) CAULK WATER 2" W. OUTLET 2" ACID VENT UP IN WALL TO ROOF FLASHING ROOF 2" ACID VENT TURNED DOWN 3" VENT REFER TO FLOOR PLANS FOR VENT THRU ROOF PROVIDE VENT CAP 1 1 ANTANCHOR PIPE TO ROOF DECK OR JOISTS WITH U-BOLT AROUND PIPE AND ANGLE IRON WELDED OR SCREWED TO DECK OR JOIST REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, AND ONE FOOT FROM ANY VERTICAL SURFACE. PROVIDE 1" FIBERGLASS INSULATION WITH ALL-SERVICE JACKET ON VENT PIPE INSIDE BUILDING WITHIN SIX FEET OF VENT THRU ROOF LOCATION. VERIFY FLASHING AND COUNTERFLASHING WITH ROOFING CONTRACTOR. HUBLESS PIPE CONNECTORS ON CAST IRON PIPE REFER TO ARCHITECT'S DRAWING FOR APPLICATION OF VENT PIPE BOOT INSTALLATION WITH ROOFING MATERIAL MINIMUM 12" ABOVE ROOF MINIMUM 12" BELOW ROOF AA/C UNIT GAS BALL VALVE, SEE SPECIFICATIONS FULL LINE SIZE BTU CAPACITYSERIES/LENGTH A SIZE DORMONT GAS APPLIANCE CONNECTION WITH (PVC COATING) 581,000 1,075,000 290,000150,000 60 SERIES/2 FT. 50 SERIES/2 FT.40 SERIES/2 FT.30 SERIES/2 FT. 1" 1-1/4" 3/4"1/2"3/8" 20 SERIES/2 FT. 85,000 NOTES: BRASS CLEANOUT PLUG (THREADED) H= FAN INLET PRESSURE (IN W.C.) +1", BUT NOT LESS THAN 2" CD PIPE P-TRAP UNION (TYP.) INSULATED STEEL DRAIN PAN FLEXIBLE CONNECTION H H / 2 CONDENSATE DRAIN, SEE PLANS FOR CONT. OF PIPING NIPPLE GAS PIPE (E) CD PIPE OR NEW COPPER CD PIPE DRAIN LINE SHALL BE AT LEAST THE SAME SIZE AS THE NIPPLE ON THE DRAIN PAN. CAP TEE FITTING 3" MIN. DETAIL "A" DETAIL "B" FOR CONTINUATION SEE FLOOR PLAN 2NO SCALETRAP PRIMER CONNECTION 3NO SCALEHVAC CONDENSATE AND / OR GAS CONNECTION 5NO SCALEWALL CLEANOUT 6NO SCALETHERMOSTATIC MIXING VALVE 7NO SCALEFAN COIL CONDENSATE DRAIN 9NO SCALEGAS WATER HEATER 10NO SCALECONDENSATE DRAIN TO LAVATORY TAILPIECE CONNECTION 12NO SCALEFLEXIBLE SEISMIC JOINT 13NO SCALEFIRE STOP PIPE PENETRATION 1NO SCALEFLOOR CLEANOUT 8NO SCALEFLOOR SINK 4NO SCALEACID NEUTRALIZER TANK 11NO SCALEVENT THROUGH ROOF CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: P801 DETAILS CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 CIP 4715 DWN BY: CHKD BY: RVWD BY: PROJECT NO. DRAWING NO. SHEET:SHEETS: ENGINEERING DEPARTMENT: CITY OF CARLSBAD: REVISION DESCRIPTION:ENGINEER OF WORK: DATE INITIAL DATE INITIAL DATE INITIAL OTHER APPROVAL:CITY APPROVAL:MB 7515 METROPOLITAN DRIVE, SUITE 400 SAN DIEGO, CA 92108 T 619.294.7515 F 619.294.97592 WWW.SILLMANWRIGHT.COM REGISTRATION STAMP:DESIGN CONSULTANT: SCALE: ISSUE: CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVE CARLSBAD, CA 92008 811-4A CARLSBAD SAFETY CENTER RENOVATION MARK DATE DESCRIPTION SCALE: SUBMITTAL: DATE: P901 ISOMETRIC RISER DIAGRAMS CARLSBAD SAFETY CENTER RENOVATION DT AA 2560 ORION WAY CARLSBAD, CA 92010 CONSTRUCTION CHANGE 01 04.14.21 1ISOMETRIC WASTE & VENT - MEN'S SHOWER 165 & WOMEN'S SHOWER 170 2ISOMETRIC HOT & COLD WATER - MEN'S SHOWER 165 & WOMEN'S SHOWER 170 3ISOMETRIC WASTE & VENT - CSI LAB 225 4ISOMETRIC HOT & COLD WATER - CSI LAB 225 POC FD FD FD S S 1/2"HW ANT-1 (E)3/4"CW (E)3/4"HW ESH POC (E)2"CW IN CEILING SPACE LEVEL 1 (E)1-1/4"HW IN CEILING SPACE LEVEL 11"HW 1-1/4"CW TMV 1/2"CW 1-1/4"CW 1/2"CW TP 1"HW 1-1/4"CW FD FD FD S S ESH (E)2"VTR POC 1-1/2"V RUN IN WALL BELOW WINDOW 2"W WCO WCO WCO 2"W IN CEILING SPACE LEVEL 1 (E)2"VTR 3"W (E)2"V (E)1-1/2"V (E) JAN. SINK (E)3"W BELOW GRADE POC (E)2"W (E)2"W IN CEILING SPACE LEVEL 1 2"W 3"W FD SH SH SH SH TD TD TD TD TD TD TD TDTP TD TD POC POC POC (E)3"VTR (E)2"V DN. TO FLOOR LEVEL 1 1/2"CW 1/2"CW 3/4"HW 3/4"CW 3/4"CW 3/4"HW (E)3/4"HW (E)3/4"CW (E)1-1/4"CW (E)1-1/4"HW (E)2"CW (E)1-1/2"HW (E)2-1/2"HW 3/4"CW 3/4"HW (E)2-1/2"HW (E)3/4"CW (E)2"V (E)2"V (E)3"V WCO WCO WCO WCO FD TD TD TD TD TD TD TD TD TD TD WCO WCO WCO POC POC (E)4"S (E)4"S (E)1-1/2"V (E)1-1/2"V (E)2"VTR 1-1/2"V 1-1/2"V (TYP.) 2"W 2"W 2"W 2"W 2"W (TYP.) 1-1/2"V (TYP.) (E)2"V (E)1-1/2"V WCO WCO WCO WCO (E)2"W (E)1-1/2"V (E)1-1/2"V (TYP.) SH 165 MEN'S SHOWERS 170 WOMEN'S SHOWERS 225 CSI LAB 225 CSI LAB 165 MEN'S SHOWERS 170 WOMEN'S SHOWERS ANT-1 POC POC POC POC POC SH SH 1-1/2"V 1/2"CW POC POC 2"W (TYP.) 3/4"HW 3/4"CW 3/4"HW 3/4"CW 3/4"CW 3/4"HW 3/4"CW 3/4"HW POC SH 3/4"CW 3/4"HW 2"W POC 2" AV TO ROOF 2" AV RUN IN WALL BELOW WINDOW 2"W WCO WCO NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE PLAN OR DETAIL NUMBERPLAN OR DETAIL NAMEPLAN OR DETAIL SCALEDETAIL REFERRED TO BY SECTION CUTSHEET DETAIL IS LOCATED ONNAME1VIEW NAME1/8" = 1'-0"1M1011432T101SIMDETAIL REFERRED TO BY ELEVATIONSHEET DETAIL IS LOCATED ONINDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONSSIMINDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONSLEVEL NAME10' - 0"HEIGHT ABOVE PROJECT 0' - 0" 1INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL NORHTINDICATES DIRECTION OF TRUE NORTHVIEW KEYNEW WORK BY THIS CONTRACTOR (DARK SOLID LINE)NEW WORK UNDERFLOOR OR UNDERGROUND BY THIS CONTRACTOR (DARK LONG DASHED LINE)NEW WORK BY OTHERS AND/OR EXISTING TO REMAIN (LIGHT SOLID LINE)EXISTING TO BE REMOVED BY THIS CONTRACTOR(DARK SHORT DASHED LINE)LINE TYPE KEY:BUILDING CODE:CBC 2019 EDITIONFIRE CODE:CFC 2019 EDITIONELECTRICAL CODE:CEC 2019LIFE SAFETY CODE:NFPA 101 2018 EDITIONENERGY CONSERVATION CODE:CEC 2019APPLICABLE CODESCONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS.48" MAX.20" MAX.44" MAX.20"-25" MAX.48" MAX.15" MIN.48" MAX.46" MAX.10" MAX.10"-24" MAX.ADA GUIDELINES -FRONT ACCESS ADA STANDARDS FOR ACCESSIBLE DESIGNINSTALL ABOVE COUNTER DEVICE AT 44" ABOVE FINISHED FLOOR.INSTALL ABOVE COUNTER DEVICE AT 40" ABOVE FINISHED FLOOR.INSTALL DEVICE AT 18" ABOVE FINISHED FLOOR.ADA GUIDELINES -SIDE ACCESS INSTALL DEVICE AT 44" ABOVE FINISHED FLOOR.INSTALL DEVICE AT 42" ABOVE FINISHED FLOOR.INTERMEDIATE METAL CONDUITHAZARDOUS MATERIALHAND-OFF-AUTOMATICELECTRO-METALLIC TUBINGGROUND FAULT INTERRUPTERGROUND BUS OR WIREGROUND FAULT ALARMGENERAL CONTRACTORELEVATION/ELEVATORDEGREES FAHRENHEITCONNECT OR CONNECTIONCLOSED CIRCUIT TELEVISIONCONDUIT ONLY WITH NYLON PULLCORDDISTRIBUTION SWITCHBOARDELECTRICAL CONTRACTOR90-MINUTE BATTERY CONNECTED TO UNITCURRENT TRANSFORMERAMPERES INTERRUPTING CAPACITYAVAILABLE FAULT CURRENTAUTOMATIC TRANSFER SWITCHARCHITECT OR ARCHITECTURALAMERICAN WIRE GAUGEAMP FRAME/AMP FUSEABOVE FINISHED FLOORABOVE FINISHED GRADEALTERNATING CURRENTCOPPERCUHHORIZONTALISOLATED GROUNDHERTZHOURHEATERHEIGHTHORSEPOWERIGIMCHAZMATHOAHTRHTHRHPHZGROUNDGAUGEFEET OR FOOTFEET OR FOOTFOOTINGGALVANIZEDGARBAGE DISPOSALGALVGCGNDGFIGFAGDGFTGFTGAFULL LOAD AMPEREELECTRICALEMERGENCYEQUIPMENTFIRE ALARMEXISTINGFIXTUREEXHAUST FANEXIST, EFLAFFAEQUIPFIXTEMER, EMELECTELEVEMTEFEACHDISCONNECTDEDICATED OUTLETDIRECT CURRENTDISTRIBUTIONCOLD WATERDIAMETERDRAWINGSDISTEAEBECDWGSDBDCDISCDIACWCTDBREAKERBKRCONTRACTORCOAXIAL CABLECEILINGCIRCUIT BREAKERCABLE TELEVISIONCONDUIT WITH WIRECONTINUATIONCONCRETECONTRCOAXCONTCONNCONCCOCLGCATVCCTVCCBBACKBOARDALUMINUMBELOW GRADEAMP TRIPAMP SWITCHARCHBGBKBDATSAWGATASALAFCAFFAFGAICAFAMPERESACAON CENTEROCUNDERGROUND PULL SECTIONTEMPERATURE OR TEMPORARYSQUARE FEET OR SQUARE FOOTUNDERWRITERS LABORATORIESOWNER FURNISHED CONTRACTOR INSTALLEDOWNER FURNISHED OWNER INSTALLEDSWITCHBOARDSWBDXFMRUGPSSWGRTEMPTELVFDW/WPWTWHTYPVAULUNOTCTVVARIABLE FREQUENCY DRIVETRANSFORMERWEATHER PROOFWATER HEATERWITHWEIGHTVOLTAMPERETIMECLOCKTELEPHONETELEVISIONSWITCHGEARUNLESS NOTED OTHERWISETYPICALVOLTSSPECSQ FT, SFSTRUCTPLUMBRGSSWSDRLAQTYRECREFREQPPPVCPWRPNLPLPHPIVOFOIPCPBOFCIRIGID GALVANIZED STEELREQUIREMENTSREFRIGERATORSTRUCTURALSPECIFICATIONSMOKE DETECTORSWITCHRATED LOAD AMPEREQUANTITYRECEPTACLE, RECESSEDPOWER POLEPILOT LIGHTPHOTOCELL CONTROLPOLYVINYL CHLORIDEPOST INDICATING VALVEPLUMBINGPHASEPOWERPANELPULLBOXKAFC KILO - AMP FAULT CURRENTMECHMANUFMCCNNICNONTSNLNECNCMINMLOMTGMTDLTMHMAXMCLVLTGLBSLFLOCKVAKWHKWMOTOR CONTROL CENTERNORMALLY OPENNATIONAL ELECTRICAL CODEMAIN LUGS ONLYMECHANICALNOT IN CONTRACTNIGHT LIGHTNOT TO SCALENORMALLY CLOSEDNEW, NEUTRALMINIMUMMOUNTINGMOUNTEDKILO-WATTLOW VOLTAGELINEAL FEETKILO-WATT-HOURMANUFACTURERMOUNTING HEIGHTMECHANICAL CONTRACTORKILO-VOLTAMPERELIGHTMAXIMUMLIGHTINGPOUNDSLOCATIONJB JUNCTION BOXFF FURNITURE FEED, FINISHED FLOORKCM KILO - CIRCULAR - MILMOCP MINIMUM OVERCURRENT PROTECTIONRM ROOMCIRCUITCKTBELOWBELRELOCATED EQUIPMENTERR REMOVERR REMOVE AND RELOCATEVFIRE SMOKE DAMPERFSDJ-BOX JUNCTION BOXUNDERGROUNDUGABBREVIATIONS AND DESCRIPTIONS:DEMOLITION NOTES:1. ##-###INDICATES ELECTRICAL EQUIPMENT DEFINED IN ELECTRICAL SCHEDULES OR SPECIFICATION. REFER TO DRAWINGS CONTAINING ELECTRICAL SCHEDULES. PERMANENT NAMEPLATE SHALL MATCH FINAL EQUIPMENT NOMENCLATURE, NOT ELECTRICAL EQUIPMENT TAG NAME, REFER TO SPECIFICATIONS.2. {L###}INDICATES THE LIGHTING SEQUENCE OF OPERATION FOR THE SPACE. REFER TO THE LIGHTING SEQUENCE OF OPERATION MATRIX ON SHEET #/###.3. "NL" INDICATES LUMINAIRE IS UNSWITCHED FOR NIGHT LIGHT.4. "SE" INDICATES LUMINAIRE IS SWITCHED/CONTROLLED DURING NORMAL OPERATION AND OPERATES FROM[EMERGENCY BATTERY] [EMERGENCY CIRCUIT] UPON LOSS OF POWER. 5. SHADED LUMINAIRE OR DEVICE INDICATES LUMINAIRE OR DEVICE IS CONNECTED TO AN EMERGENCY CIRCUIT.LUMINAIRE KEY:DEVICE KEY:ELECTRICAL MOUNTING SUBSCRIPT KEY:A MOUNT AT +6" TO CENTERLINE ABOVE COUNTER OR BACKSPLASHC MOUNT AT CEILINGH MOUNT ORIENTED HORIZONTALLYL MOUNT IN CASEWORKM MOUNT IN MODULAR FURNITURER MOUNT IN SURFACE RACEWAYELECTRICAL GENERAL NOTES:LUMINAIREF1 = FIXTURE TAG1 = CIRCUIT NUMBERa = SWITCH DESIGNATIONNL = SUBSCRIPT (IF APPLICABLE)*IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: F1 / 1 / a / NLDEVICEA = MOUNTING (IF APPLICABLE)1 = CIRCUIT NUMBER*IF LABEL IS ORIENTED HORIZONTALLY A SLASH WILL SEPARATE THIS INFORMATION. EX: A / 1 1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAIL ON THIS PAGE FOR ADDITIONAL INFORMATION.2. CIRCUIT NUMBERS ARE SHOWN FOR CIRCUIT IDENTIFICATION. CIRCUITING SHALL AGREE WITH NUMBERING ON THE PANEL PROVIDED. COMMON NEUTRALS MAY NOT BE USED FOR BRANCH CIRCUITS. BALANCE THE LOAD ON PANEL AS EVENLY AS POSSIBLE BETWEEN EACH PHASE.3. CIRCUITS SERVING EMERGENCY AND EXIT LUMINAIRES WILL BE RUN IN A SEPARATE RACEWAY FROM ALL OTHER CIRCUITS.4. FLUSH MOUNT ALL LIGHTING CONTROL DEVICES AT +42" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. DEVICES MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED.5. FLUSH MOUNT ALL DUPLEX RECEPTACLES AND TECHNOLOGY OUTLETS AT +18" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. RECEPTACLES AND OUTLETS MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED.6. ALL MATERIALS USED TO SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL BE TESTED AND CERTIFIED AS A SYSTEM PER ASTM E814 STANDARDS FOR FIRE TESTS OF THROUGH-PENETRATION FIRESTOPS. REFER TO [27 05 03 AND 28 05 03] [DIVISION 7] [26 05 03] FOR ADDITIONAL INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING. 7. CONNECTION FOR ELECTRIC WATER COOLERS (EWC) SHALL BE A JUNCTION BOX CONCEALED BEHIND WATER COOLER ACCESS PLATE OR BE A GFI RECEPTACLE LOCATED DIRECTLY BELOW AND CENTERED ON EWC. CONTRACTOR SHALL VERIFY TYPE OF EWC TO BE INSTALLED.8. MOUNT ALL FIRE ALARM PULL STATIONS AT +42" FROM FLOOR (CENTERLINE DIMENSION) EXCEPT WHERE OTHERWISE NOTED.9. INSTALL ALL WALL MOUNTED FIRE ALARM NOTIFICATION DEVICES AT 90" ABOVE FINISHED FLOOR OR 6" BELOW THE CEILING, WHICHEVER IS LOWER, EXCEPT WHERE OTHERWISE NOTED. HEIGHT SHALL BE MEASURED TO THE TOP OF THE DEVICE.10. CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL CEILING MOUNTED DEVICES AND EQUIPMENT WITH LUMINAIRES, SPRINKLER, AND CEILING DIFFUSERS. CENTER ALL DEVICES IN CEILING TILE PATTERN. SMOKE DETECTORS AND OCCUPANCY/VACANCY SENSORS SHALL BE LOCATED NO CLOSER THAN 3 FEET TO AN AIR SUPPLY DIFFUSER OR RETURN GRILLE.11. CONTRACTOR SHALL VERIFY ALL FURNITURE, MODULAR FURNITURE, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, AND REVIEWED SHOP DRAWINGS. PRIOR TO MAKING THE ACTUAL ELECTRICAL INSTALLATION, THIS CONTRACTOR SHALL ADJUST RECEPTACLES, OUTLETS, OR CONNECTION LOCATIONS TO ACCOMMODATE FURNITURE AND/OR EQUIPMENT.12. ELECTRICAL AND TECHNOLOGY EQUIPMENT SHALL BE MOUNTED TO AVOID IMPEDANCE OF, OPERATION OF, AND/OR ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL MOUNTING OF ELECTRICAL AND TELECOMMUNICATIONS EQUIPMENT, ON EQUIPMENT SUPPLIED BY ANOTHER CONTRACTOR, SHALL BE APPROVED IN ADVANCE BY THE OTHER CONTRACTOR.13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO OPENINGS.14. ALL WELDING SHALL BE ACCORDING TO AMERICAN WELDING SOCIETY STANDARDS. CONTRACTOR SHALL FURNISH TO THE ARCHITECT/ENGINEER CERTIFICATES QUALIFYING EACH WELDER, PRIOR TO START OF WORK. THE ARCHITECT/ENGINEER RESERVES THE RIGHT TO REQUIRE QUALIFYING DEMONSTRATION, AT THE CONTRACTOR'S EXPENSE, OF ANY WELDERS ASSIGNED TO THE JOB.15. CONTRACTOR SHALL REMOVE AND REINSTALL ALL CEILING TILES AS REQUIRED FOR THE EXECUTION OF ELECTRICAL WORK. CONTRACTOR SHALL REPLACE CEILING TILES WITH IDENTICAL MATERIAL WHERE DAMAGED BY THIS CONTRACTOR.16. REFER TO ARCHITECTURAL REFLECTED CEILING PLAN, ELECTRICAL, TECHNOLOGY AUDIO/VISUAL, AND OTHER ELECTRICAL PLANS FOR EXACT LOCATIONS OF ALL CEILING MOUNTED DEVICES, OTHER THAN SPRINKLERS. ELECTRICAL INSTALLATION NOTES:ELECTRICAL PHASING NOTES:THESE NOTES APPLY TO ALL ELECTRICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, LIGHTING, POWER, AND SYSTEMS.1. REFER TO [ARCHITECTURAL] DRAWINGS FOR GENERAL DESCRIPTION OF PHASES. REFER TO [CONSTRUCTION MANAGER'S/GENERAL CONTRACTOR'S/ARCHITECT'S] INSTRUCTIONS FOR MORE DETAILS AND, PHASING SCHEDULES AND FOR CONCURRENT WORK. MECHANICAL, ELECTRICAL AND TECHNOLOGY DRAWINGS DEPICT THE INTENT OF THE FINAL DESIGN. THE MECHANICAL, ELECTRICAL, AND TECHNOLOGY DRAWINGS DO NOT DEPICT THE MEANS AND METHODS TO MEET THE REQUIREMENTS OF THE PHASING CRITERIA. 2. REVIEW PROJECT PHASING PLANS TO COORDINATE DEMOLITION WORK, OUTAGES, ETC. WITH AFFECTED ADJACENT AREAS.3. PROVIDE TEMPORARY LIGHTING, POWER, SYSTEMS, ETC. AS NEEDED TO MAINTAIN SERVICE TO ALL AREAS DURING ALL PHASES OF PROJECT. 4. INSTALL TEMPORARY LIGHTING, CIRCUITS, ETC. AS NECESSARY TO KEEP ALL OCCUPIED SPACES OPERATIONAL THROUGHOUT ALL PHASES OF THE PROJECT 5. PHASE DEMOLITION WORK TO MINIMIZE DOWNTIME.1. EXISTING CONDITIONS ARE SHOWN BASED ON INFORMATION OBTAINED FROM FIELD SURVEYS, EXISTING BUILDING DOCUMENTS, AND STAFF. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS BEFORE PROCEEDING. 2. NOT ALL EXISTING EQUIPMENT, LUMINAIRES, AND CONDUIT ARE SHOWN. VERIFY EXISTING CONDITIONS AND REPORT ANY CONFLICTS WITH NEW WORK BEFORE STARTING WORK. 3. FIELD VERIFY THE AVAILABLE CLEARANCES FOR CABLE TRAY, BUSWAY AND CONDUITS BEFORE FABRICATION. RISES AND DROPS MAY BE NECESSARY BECAUSE OF EXISTING FIELD CONDITIONS. 4. EACH CONTRACTOR SHALL FIELD VERIFY ACCESSIBILITY TO THE AREA OF HIS/HER WORK AND SHALL NOTIFY THE PRIOR TO BIDDING IF OTHER UTILITIES ARE REQUIRED TO BE REMOVED OR RELOCATED TO ALLOW ACCESS TO HIS/HER AREA OF WORK. 5. WHERE EXISTING ELECTRICAL SYSTEMS ARE LOCATED IN AREAS THAT CONFLICT WITH NEW EQUIPMENT, PIPING, OR DUCTWORK TO BE INSTALLED, EACH CONTRACTOR SHALL EITHER ARRANGE NEW EQUIPMENT, CONDUIT, OR DUCTWORK IN SUCH A FASHION THAT IT DOES NOT CONFLICT WITH EXISTING SYSTEMS, OR REWORK EXISTING ELECTRICAL SYSTEMS TO ALLOW FOR INSTALLATION OF NEW EQUIPMENT, PIPING, OR DUCTWORK.ELECTRICAL RENOVATION NOTES:THESE NOTES APPLY TO ALL ELECTRICAL SHEETS AND TRADES, INCLUDING BUT NOT LIMITED TO, LIGHTING, POWER, AND SYSTEMS.SWITCH - SINGLE POLESWITCH - TWO POLE2SWITCH - THREE WAY3SWITCH - FOUR WAY4SWITCH - WEATHERPROOFWOCOCCUPANCY SENSOR - DUAL TECHNOLOGYLSDAYLIGHT LEVEL SENSOR PHOTOCELLPCLINEAR LUMINAIRESTROFFERWALL SCONCE LUMINAIREDOWNLIGHT LUMINAIREAIMABLE OR WALL WASH LUMINAIREINDUSTRIAL LUMINAIREPOLE MOUNTED LUMINAIRESINGLE FACE EXIT SIGNDOUBLE FACE EXIT SIGNEMERGENCY UNITWALL BRACKET LUMINAIRECIRCUIT BREAKER - SURFACE MOUNTEDCIRCUIT BREAKER - FLUSH MOUNTEDDISCONNECTOCCUPANCY SENSOR - DUAL TECHNOLOGY - WALL MOUNTEDOCTIME SWITCH TCTV ANTENNA OUTLETTVGROUND FAULT DEVICEGFLOOR BOX - DUAL COMPARTMENTFLOOR BOX - MULTI SERVICEFLOOR BOX - DUPLEX RECEPTACLEJUNCTION BOXJJELECTRICAL CONNECTIONEEMULTI OUTLET SYSTEMTECHNOLOGY ROUGH-INRITECHNOLOGY ROUGH-IN, MOUNTED +54" AFFRIMETERMPANELBOARD - SURFACE MOUNTPANELBOARD - RECESS MOUNTGROUND BUSGBPBMOMENTARY PUSHBUTTON OPERATORESEMERGENCY STOP, N.C. CONTACTEMERGENCY STOP, N.O. CONTACTEPOSHUNT TRIPSTFUSED DISCONNECT SWITCH TOUCH SCREEN CONTROLLERHAND DRYERISOLATED GROUND QUAD RECEPTACLE WITH SURGE SUPPRESSION, 125VEPO#DUPLEX RECEPTACLE, 125VDUPLEX GFI RECEPTACLE, 125VDUPLEX GFI WEATHERPROOF RECEPTACLE 125VWISOLATED GROUND RECEPTACLE, 125VISOLATED GROUND RECEPTACLE WITH SURGE SUPPRESSION, 125VQUAD RECEPTACLE, 125V QUAD GFI RECEPTACLE, 125VELECTRICAL SYMBOL LISTSYMBOL:DESCRIPTION:POWER/DATA FURNITURE FEED, RECESSED, FLOOR MTDEEMEXTERNAL ENERGY METERTRANSFORMERHAND HOLEHHSSDUPLEX RECEPTACLE CONTROLLED BY OCCUPANCYOQUAD GFI WEATHERPROOF RECEPTACLE, 125VWLV SWITCH W/ MOTION, DIMMER, DAYLIGHTQUAD RECEPTACLE CONTROLLED BY OCCUPANCYOBUSS PLUG - FUSIBLE DISCONNECTSXSWITCH - SINGLE POLE-KEY LOCKKLV SWITCH W/ MOTION SENSORSDLV SWITCH W/ DIMMER SSPECIAL LV SWITCH PER PLANPROGRAMMABLE LV SWITCH 1-BUTTONPROGRAMMABLE LV SWITCH 2-BUTTONPROGRAMMABLE LV SWITCH 4-BUTTONLV SWITCH W/ MOTION, DIMMERTSCSMDM1B2B4BPROGRAMMABLE LV SWITCH 6-BUTTON6BFFPOWER/DATA FURNITURE FEED, RECESSED, WALL MTDHDFFFNORMAL BRANCH LUMINAIRE EMERGENCY (STANDBY) BRANCH LUMINAIRE EMERGENCY (LIFE SAFETY) BRANCH LUMINAIRE[UNSWITCHED FOR NIGHT LIGHT, UNLESS NOTED 'SE']LUMINAIRE SYMBOL KEYSYMBOL: DESCRIPTION:ELECTRICAL SHEET INDEXE000ELECTRICAL COVERSHEETE001SINGLE LINE DIAGRAM - DEMOLITIONE002SINGLE LINE DIAGRAM - RENOVATIONE003SINGLE LINE DIAGRAM - TEMP. POWERE004PV SINGLE LINE DIAGRAME005LIGHTING FIXTURE SCHEDULEE101SITE PLAN - ELECTRICAL DEMOLITIONE102SITE PLAN - ELECTRICAL RENOVATIONE103SITE PLAN - TEMP. POWERE201LEVEL 01 - ELECTRICAL DEMOLITION PLANE201.1LEVEL 01 - ELECTRICAL EOC DEMOLITION PLANSE202LEVEL 02 - ELECTRICAL DEMOLITION PLANE203ROOF - ELECTRICAL DEMOLITION PLANE203.1LEVEL 01 - ELECTRICAL EOC RENOVATION PLANSE204LEVEL 01 - ELECTRICAL RENOVATION PLANE204.1ROOF PLAN - ELECTRICAL EOC RENOVATION PLANE205LEVEL 02 - ELECTRICAL RENOVATION PLANE206ROOF PLAN - ELECTRICAL RENOVATION PLANE207LEVEL 01 - LIGHTING RENOVATION PLANE208LEVEL 02 - LIGHTING RENOVATION PLANE300LIGHTING ELEVATIONS AND ENLARGED PLANE400ENLARGED MAIN ELECTRICAL ROOME401ENLARGED ELECTRICRAL PLANSE500DETAILSE501DETAILSE502DETAILSE503DETAILSE600PANEL SCHEDULESE601PANEL SCHEDULESE700TITLE 24 - ELECTRICALE701TITLE 24 - ELECTRICALGRAND TOTAL: 31SUGGESTED MATRIX OF RESPONSIBILITYITEM:SHOWN ON:FURNISHEDBY:INSTALLEDBY:NOTES:TECHNOLOGY ROUGH-IN, REFER TOGENERAL TECHNOLOGY EQUIPMENTSCHEDULE AND SPECIFICATIONS FORDEFINITIONT-SERIES E.C.E.C. 3. 4.INFORMATION OUTLET FACEPLATES,JACKS, AND TERMINATIONST-SERIES T.C.T.C.CONDUIT SLEEVES (WHEN SHOWN ONDRAWINGS)T-SERIES E.C.E.C.CONDUIT SLEEVES (NOT SHOWN BUTREQUIRED FOR PROPER INSTALLATIONOF SYSTEM)N/AT.C.T.C. 2. 4.TELECOMMUNICATION SYSTEMSROUGH-INT-SERIES E.C.E.C.1.TELECOMMUNICATION EQUIPMENT,CABLING, AND TERMINATIONST-SERIES T.C.T.C.CABLE TRAY (INCLUDING WIRE BASKETTRAY) REFER TO SPECIFICATIONSECTION 27 05 28 FOR DEFINITIONT-SERIES E.C.E.C.LADDER RACKT-SERIES T.C.T.C.5.GROUNDING LUGS ON TECHNOLOGYEQUIPMENTT-SERIES T.C.E.C.6.BONDING SYSTEM FOR TECHNOLOGYSYSTEM, REFER TO SPECIFICATIONSECTION 27 05 26 FOR DEFINITIONT-SERIES E.C.E.C. 7. 8.CONNECTION OF TECHNOLOGYBONDING SYSTEM TO THE ELECTRICALGROUND SYSTEMT-SERIES E.C.E.C.LINE VOLTAGE POWER (+120V ORGREATER)E-SERIES E.C.E.C.LINE VOLTAGE POWER (NOT SHOWNBUT REQUIRED FOR PROPERINSTALLATION OF SYSTEM)N/AT.C.E.C. 2. 4.LINE VOLTAGE POWER FOR DOORHARDWARE POWER SUPPLIESARCH SPEC E.C.E.C.LOW VOLTAGE CABLING FORTECHNOLOGY SYSTEMST-SERIES T.C.T.C.CABLE HANGERS AND SUPPORTS OROTHER CABLE ROUTING METHODS(OTHER THAN CONDUIT AND CABLETRAY)T-SERIES T.C.T.C.5.TECHNOLOGY SERVICE ENTRANCECONDUITS, HANDHOLES, ANDMANHOLEST-SERIES E.C.E.C.FLOOR BOX (ROUGH-IN)T & E SERIES E.C.E.C.MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATEDESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedE000ELECTRICAL COVERSHEETCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHANGE 0104.14.211. IN GENERAL, THE DEMOLITION PLAN SHOWS ALL EXISTING EQUIPMENT TO BE REMOVED; HOWEVER, ELECTRICAL EQUIPMENT, PANELBOARDS, FIXTURES AND DEVICES, WHETHER SHOWN ON THIS DRAWING OR NOT THAT IS LOCATED IN REMOVED WALLS, FLOORS OR CEILINGS SHALL BE REMOVED UNLESS OTHERWISE NOTED.2. THE CONTRACTOR SHALL VISIT THE SITE SPECIFICALLY INCLUDING ALL AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THESE EXISTING CONDITIONS, AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK.3. IT SHALL BE THE ELECTRICAL CONTRACTOR'S RESPONSIBILITY TO DISCONNECT AND REMOVE ALL EXISTING LIGHTING FIXTURES, RECEPTACLES, ELECTRICAL PANELBOARDS, EQUIPMENT, ETC., AFFECTED BY THE REMODELED AREA. THIS WILL INCLUDE REROUTING, OR THE EXTENSION OF EXISTING CONDUIT AND FEEDERS WHERE NECESSARY TO MAINTAIN THE CONTINUITY OF EXISTING EQUIPMENT REMAINING.4. ALL CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED.5. EXISTING CONDUIT FEEDS UP THROUGH FLOOR SHALL BE CUT OFF AND PLUGGED FLUSH WITH FLOOR WHERE EXISTING WALLS, ETC., ARE REMOVED. REMOVE CONDUCTORS FROM THIS POINT BACK TO LAST OUTLET REMAINING IN SERVICE.6. WHERE EXISTING WALLS HAVE BEEN REMOVED, AND THERE ARE EXISTING CONDUIT FEEDS WHICH HAVE BEEN CUT-OFF AND CAPPED FLUSH WITH FLOOR, IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY AND DIMENSION ALL SUCH CONDUITS ON THE "AS-BUILT" DRAWINGS UNLESS OTHERWISE NOTED.7. IT SHALL BE THE RESPONSIBILITY OF THIS CONTRACTOR TO MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEMS, EQUIPMENT, ETC., REMAINING IN OPERATION WHICH ARE BEING FED BY AN ABANDONED OUTLET. MAINTAINING CONTINUITY SHALL CONSIST OF REROUTING CONDUIT, WIRING, ETC., AS REQUIRED.8. ALL ELECTRICAL FIXTURES, OUTLETS, DEVICES, ETC., THAT ARE REMOVED, SHALL BE REMOVED COMPLETELY, INCLUDING CONDUIT AND WIRING BACK TO THE PANELBOARD OR TO THE LAST FIXTURE, OUTLET, DEVICE, ETC., REMAINING IN SERVICE.9. EXISTING CIRCUITS WHICH ARE REMOVED AND NOT REUSED SHALL BE IDENTIFIED ON THE PANEL SCHEDULE AS "SPARE".10. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WITH THE OWNER PRIOR TO REMOVAL OF EXISTING ELECTRICAL EQUIPMENT, AND TURN OVER REMOVED EQUIPMENT THAT THE OWNER REQUESTS IN AN "AS-FOUND" CONDITION. EQUIPMENT THAT IS TO BE TURNED OVER SHALL BE BOXED AND TAGGED TO IDENTIFY THE SPECIFIC EQUIPMENT.11. WHERE NEW CIRCUITS ARE SHOWN TO EXISTING PANELS, INSTALL NEW BREAKERS (MINIMUM 20 AMP, SINGLE POLE) AS CALLED FOR ON DRAWINGS. IDENTIFY EACH NEW CIRCUIT ON PANEL SCHEDULE.12. EXISTING CONDUIT MAY BE REUSED IF ADEQUATELY SIZED.13. IN SOME INSTANCES, IT MAY BE NECESSARY FOR THE ELECTRICAL CONTRACTOR TO TEMPORARILY RELOCATE, REROUTE, ETC., EXISTING ELECTRICAL EQUIPMENT. THIS SHALL BE DONE SO THAT THE SYSTEMS IN ALL PHASES (THOSE COMPLETED AND THOSE YET TO BEGIN), ARE IN COMPLETE OPERABLE, CONDITION AS CONSTRUCTION PROCEEDS THROUGH EACH PHASE.14. WHERE NEW CIRCUITS ARE SHOWN CROSSING PHASING BOUNDARIES (I.E., CORRIDOR LIGHTING, ETC.) THIS CONTRACTOR SHALL CONNECT ALL EQUIPMENT, FIXTURES, ETC., IN THE PHASE WHICH IS THEN UNDER CONSTRUCTION. CONTRACTOR SHALL STUBOUT ALL REQUIRED CONDUIT AND WIRING ACROSS PHASE BOUNDARIES; THEN PICK UP AND EXTEND THESE CONDUIT RUNS WHEN CONSTRUCTION BEGINS IN THE ADJACENT PHASE.15. DURING EACH PHASE OF DEMOLITION, ALL CIRCUITS FROM EXISTING PANELS WHICH FEED AREAS OUTSIDE THE BOUNDARIES OF THAT PHASE, SHALL BE MAINTAINED AS COMPLETED & OPERABLE SYSTEMS.16. PANELS OF TERMINAL CABINETS WHICH ARE LOCATED IN A WALL THAT IS TO BE DEMOLISHED, SHALL REMAIN IN AN OPERATIVE CONDITION UNTIL ALL AREAS FED BY THE RELATED PANELS HAVE BEEN DEMOLISHED. THIS CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT REQUIRED TO TEMPORARILY SUPPORT PANELS. PANELS MAY BE TEMPORARILY FREESTANDING, MOUNTED IN TEMPORARY PORTION OF WALLS TO BE DEMOLISHED LATER, ETC. CHECK WITH ARCHITECT AND ENGINEER FOR APPROVAL OF SUPPORTS. IT SHALL ALSO BE THIS CONTRACTOR'S RESPONSIBILITY TO RELOCATE AND RECONNECT ALL CIRCUITS ON A TEMPORARY BASIS IF THE PANELS, TERMINAL CABINETS, NURSE CALL TERMINAL CABINETS, ETC., CONFLICT WITH THE NEW CONSTRUCTION PHASES, AND THEN REMOVED AFTER COMPLETION OF PHASES. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR PROTECTION AND REPAIR OF EXISTING SURFACES, AREAS, AND PROPERTY THAT MAY BE DAMAGED AS A RESULT OF ANY ELECTRICAL DEMOLITION AND/OR NEW WORK.18. ALL ABANDONED OUTLETS INCLUDING LIGHT, RECEPTACLES, TELEPHONE, ETC., SHALL BE COVERED AND PATCHED TO MATCH THE FINISH OF SURROUNDING WALL OR CEILING TO THE SATISFACTION OF THE OWNER.19. ALL ELECTRICAL EQUIPMENT, PANELBOARDS, LIGHTING FIXTURES AND WIRING DEVICES REMOVED TO ACCOMPLISH DEMOLITION WORK SHALL BE REINSTALLED SIMILAR TO NEW WORK, U.O.N.20. DASH LINE SYMBOLS SHOWN ON DEMOLITION PLAN ARE TO BE REMOVED.1. EXISTING FIRE ALARM SYSTEM SHALL BE MAINTAINED OPERATIONAL AT ALL TIMES EXCEPT PRE-SCHEDULED OUTAGES WHEN APPROVED BY THE CITY REPRESENTATIVE & AT THE TIME & OF PERIODS AS DIRECTED.2. THE CONTRACTOR SHALL PROVIDE ADEQUATE MANPOWER TO ACCOMPLISH ALL WORK REQUIRING POWER OUTAGES OR DISABLING OF FIRE DETECTION SYSTEMS TO OCCUPIED SPACES WITH CITY APPROVAL.3. THE SCHEDULE ESTABLISHED FOR THE DISABLING OF FIRE ALARM SYSTEM & POWER OUTAGES TO PANELBOARDS FOR MODIFICATION AND CUTBACK SHALL BE APPROVED AND AT THE TIME & OF PERIODS AS DIRECTED.4. POWER OUTAGES AND TAKING FIRE ALARM SYSTEMS OUT OF SERVICE SHALL BE ON DATE TO BE DETERMINED BY THE CITY. 5. CONTRACTOR SHALL SUBMIT A DETAILED, STEP-BY-STEP METHOD OF PROCEDURE FOR WORK REQUIRING POWER OUTAGES TO POWER & DISABLING FIRE ALARM SYSTEMS OUT OF SERVICE FOR APPROVAL. THE SUBMITTAL SHALL MADE 10 WORKING DAYS PRIOR TO ANY POWER SHUTDOWN, OR DISABLING OF SYSTEM.6. ONCE THE POWER HAS BEEN DE-ENERGIZED OR SYSTEMS HAVE BEEN DISABLED, WORK SHALL CONTINUE UNINTERRUPTED UNTIL SUCH TIME THAT SERVICES HAVE BEEN RESTORED.7. CONTRACTOR SHALL PROVIDE FIRE WATCH THAT MEETS THE REQUIREMENTS OF CFC, CHAPTER 9, SECTION 901.7 THRU 901.7.6; AND SECTION 1408.6.8. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO MAINTAIN CONTINUITY OF THE EXISTING FIRE ALARM SYSTEMS, CENTRAL STATION REPORTING SYSTEM, SMOKE MANAGEMENT SYSTEM AND ANY OTHER LIFE SAFETY EQUIPMENT EXISTING AT THE SITE AND AFFECTED BY HIS WORK ON THE PROJECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIRE WATCH OR OTHER MITIGATING MEASURES FOR SYSTEM THAT ARE MADE INACTIVE OR OTHERWISE COMPROMISED AS A RESULT OF THE WORK PERFORMED BY THE CONTRACTOR.MAINTENANCE OF SERVICES1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PATCHING & PAINTING ALL EXISTING SURFACES (FLOOR, WALLS, CEILING, ETC.) DISTURBED BY HIM FOR THE WORK. PATCHING & PAINTING SHALL MATCH EXISTING SURFACES.2. CEILING COORDINATION: LOCATION OF ALL RACEWAYS, OUTLETS, DEVICES, ETC. SHALL BE CLOSELY COORDINATED WITH THE EXISTING ARCHITECTURAL AND MECHANICAL CONDITIONS. LOCATIONS INDICATED ARE APPROXIMATE ONLY. REFER TO ALL AVAILABLE REFLECTED CEILING PLANS, ETC., TO ASSIST IN ACCURATE PLACEMENT OF EQUIPMENT.3. ALL OPENINGS IN FIRE RATED STRUCTURES SHALL BE FIRE STOPPED THE SAME DAY THAT THE OPENING IS MADE.4. FIRE STOPPING SHALL BE ON BOTH SIDES OF THE PENETRATION OF FIRE RATED STRUCTURES & SHALL BE LISTED IN THE UL FIRE RESISTIVE DIRECTORY & APPROVED FOR THE INTENDED APPLICATION. FIRE RATED STRUCTURES SHALL INCLUDE BUT NOT BE LIMITED TO CORRIDORS, STAIRCASES, STORAGE/ELECTRICAL ROOMS & ANY ROOMS WITH COMMON WALLS TO CLASSROOMS.5. CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING PROPER TYPE TRIM FOR ALL DEVICES TO ASSURE PROPER FIT IN THE SURFACE WHERE THE DEVICE IS BEING INSTALLED.6. PROVIDE JUNCTION BOXES, TRANSITION FITTING, ETC., WHERE SURFACE WIREWAYS ARE TERMINATED AND CONDUCTORS ARE EXTENDED WITH CONDUIT.7. THE CORE DRILLING, CUTTING AND PATCHING OF WALLS OR SLABS SHALL BE AS SPECIFIED UNDER THE GENERAL CONDITIONS. PROVIDE RE-BAR TESTING WITH A NON DESTRUCTIVE "PACOMETER" BEFORE CORING HOLES IN FLOOR AND WALLS. CONTACT AOR 72 HOURS IN ADVANCE OF PERFORMING ANY DRILLING. LOCATIONS FOR SLEEVES ARE APPROXIMATE AND SHOULD BE MOVED AS NECESSARY WITHIN THE SAME GENERAL AREA. ALL OPENINGS MUST BE FIRE STOPPED TO MEET LOCAL CODES.8. CONTRACTOR SHALL REMOVE ANY PART OF CEILING OR WALLS NECESSARY TO CREATE ACCESS OPENING FOR ACCESS AND/OR INSTALLATION OF MATERIALS IN WALLS OR CEILING (OR TO WALLS & CEILING) AND PATCH THE OPENING AND/OR SURFACE DISTRIBUTED FOR WORK PART OF THIS CONTRACT TO MATCH EXISTING AT NO ADDITIONAL COST TO BID PRICE.9. THE DRAWINGS DO NOT INDICATE ALL ARCHITECTURAL FEATURES & CHALK BOARDS WHERE WIREWAYS ARE TO BE INSTALLED. CONTRACTOR SHALL PROVIDE ALL NECESSARY SUPPORTS, CONDUIT & SURFACE OFFSETS, BOXES, FITTINGS, ETC. FOR A COMPLETE INSTALLATION. INCLUDE ALL COST IN BID PRICE. 10. NEW EQUIPMENTS OR DEVICES ARE INSTALLED BELOW 80" A.F.F. SHALL BE MAINTAINED PER A.D.A REQUIREMENTS. THEY SHALL NOT OBSTRUCT PASSAGEWAY OR BECOME A SAFETY HAZARD. CONSULT WITH ARCHITECT/ENGINEER AND/OR INSPECTOR FOR AN ALTERNATE LOCATION IF REQUIRED.11. IF NEW SURFACE MOUNTED TERMINAL CABINETS ARE INSTALLED IN AREAS OF PUBLIC OCCUPANCIES (HALLWAYS, CLASSROOMS, OFFICES, ETC.) AND CREATE A SAFETY HAZARD, BECAUSE OF THE PROTRUDING BOTTOM CORNERS, CONTRACTOR SHALL BOX OUT WIDTH AND DEPTH OF PANELS, CABINETS, ETC., TO FINISH FLOOR.12. WHEN ALL FIRE ALARM DEVICES ARE INSTALLED AND PROGRAMMING IS COMPLETED, THE FIRE ALARM DEVICE MAP IN THE BUILDING SHALL BE UPDATED TO INDICATE TO THE CITY PERSONNEL THE LOCATIONS OF THE NEW DEVICES.13. "LABEL DESCRIPTIONS" INDICATING DEVICE TYPE AND LOCATION THAT ARE DISPLAYED ON THE FIRE ALARM LCD DISPLAY SHOULD BE CLEAR AND EASILY UNDERSTOOD BY THE OFFICE STAFF. DESCRIPTIONS SHOULD BE BASED ON THE STAFFS UNDERSTANDING OF THE SITE AND NOT ON INFORMATION TAKEN FROM PRINTS. 14. CONTRACTOR SHALL COMPLETE THE NFPA 72 RECORD OF COMPLETION TESTING ALL DEVICES AND APPLIANCES. PROVIDE A COPY TO THE OWNER, ARCHITECT, LOCAL FIRE AUTHORITY.15. CUTTING, BORING, SAWCUTTING OR DRILLING THROUGH THE NEW OR EXISTING STRUCTURE ELEMENTS TO BE DONE ONLY WHEN SO DETAILED IN THE DRAWINGS OR ACCEPTED BY THE ARCHITECT WITH THE APPROVAL OF THE STRUCTURAL ENGINEER.16. UNLESS SPECIFICALLY SHOWN ON THESE PLANS, NO STRUCTURAL MEMBER SHALL BE CUT, DRILLED, NOTCHED OR WELDED WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER.RETROFIT GENERAL NOTES10920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES01231 04.14.21 CONSTRUCTION CHANGE 01111 LSIGGGA VASVSM(R)400A3P(R)50A3P(R)450A3P(R)300KW GENERATOR277/480V,3ø,4W(R)DISTR. BOARD "EDBB"277/480V,3ø,4W, 600A BUS"ATS1" 600A4P,480V,3ø(E)(E)COMB. PULL(E)1600A3P(E)50A3P(E)PANEL"L1B"(E)350A3P(E)XFMR "TDBA"112.5KVA(E)50A3P(E)PANEL"L2A"(E)350A3P(E)CONTROL"MCC"(E)60A3P(R)ELEV. #125HP(E)100A3P(E)400A3P(E)80A3P(E)PANEL"P1C"(E)125A3P(E)PANEL"P2A"(E)80A3P(E)PANEL"P2B"(R)ELEV. #240HP(R)(E)175A3P(E)PANEL"EL1A"(E)125A3P(E)PANEL"EL2A"(R)60A3P(E)70A3P(E)PANEL"EL1C"(E)50A3P(E)50A3P(E)60A3P(E)PANEL"L1A"(E)PANEL"EPB"(E)XFMR "ETB"9KVA(E)PANEL"EP1A"(E)XFMR "ET1A"30KVA(E)PANEL"EP2A"(E)XFMR "ET2A"45KVA(E)PANEL"EP1B"(R)XFMR "ET1B"45KVA(E)PANEL"EP1C"(E)XFMR "ET1C"30KVA(E)PANEL"A"(E)XFMR30KVA(E)100A(E)UPS A(E)BYPASS(E)PANEL"B"(E)XFMR30KVA(E)100A(E)UPS B(E)BYPASSUTILITYXFMR #1(E)175A3P(E)PANEL"P1B"METER SECTION(E)LTG INV"EPU1C"(E)LTG INV"EPU2"(E)LTG INV"EPU1A"(E)LTG INV"EPU1B"TO (E)"ATS2"IN CAR WASH#1/0 AWGCU GNDGGROUNDRODN400A50APB1HH1(N)STANDBY GEN.300KW / 375KVA277/480V, 3ø, 4W60HZ, NEMA 3R(E)80A3PSPARE(E)SPACE(E)SPACE(E)50A3P(E)COX(R)30A3PSPARE(E)SPACE(E)SPACE(E)SPACE(E)MAIN SERVICE BOARD "MSDA"1600A 480Y/277V, 3ø, 4W, 30KAIC(E)DISTR. BOARD "DBA"800A 120/208V,3ø,4W, 10kaic400A 277/480V, 3ø, 4W, 30kaicTHIS IS A FULLY RATED SYSTEM(E) EMERGENCY DISTR. BOARD "EDBA"(E)#3/0 AWG TO UFERGROUND, COLD WATERSERVICE AND BUILDINGSTEEL(R)60A3PSPARE3 #83 #63 #23 #1/03 #2/03 #3/03 #4/03 #250kcmil3 #350kcmil3 #500kcmil3 #250kcmil3 #350kcmil1122111111111100335035003600340032003250330032253150317536034031-1/4"4"3"3"4"2"3"2-1/2"2-1/2"2"1-1/2"1"3/4"SETS PHASEGROUND CONDUITFEEDER SCHEDULE: 3-PHASE, 3-WIRE3 #1112531-1/2"3 #1013033/4"3 #418031-1/4"3 #83 #63 #21111002N602N402N1 #81 #101 #101-1/4"1"3/4"SETS PHASE & NEUTRAL GROUND CONDUITFEEDER SCHEDULE: 1-PHASE, 3-WIRE3 #111252N1 #6 1-1/2"3 #101302N1 #10 3/4"3 #41802N1 #8 1"3 #121202N1 #12 3/4"3 #61502N1 #10 1"2#814021#10 3/4"SETS PHASEGROUND CONDUITFEEDER SCHEDULE: 1-PHASE, 2-WIRE2#1013021#10 3/4"2#1212021#12 3/4"3 #41702N1 #8 1"3 #417031-1/4"3 #1212033/4"3 #615031"3 #600kcmil4 #84 #64 #24 #1/04 #2/04 #3/04 #4/04 #250kcmil4 #350kcmil4 #500kcmil4 #250kcmil4 #350kcmil1122111111111100435045004600440042004250430042254150417546044041 #81 #21 #11 #21 #21 #61 #41 #41 #41 #61 #61 #101 #101-1/4"4"3"3"4"2"3"2-1/2"2-1/2"2"2"1"3/4"SETS PHASE & NEUTRAL GROUND CONDUITFEEDER SCHEDULE: 3-PHASE, 4-WIRE4 #1112541 #6 1-1/2"4 #1013041 #10 3/4"4 #418041 #8 1-1/4"4 #417041 #8 1-1/4"4 #1212041 #12 3/4"4 #615041 #10 1"4 #600kcmil1 #81 #21 #11 #21 #21 #61 #41 #41 #41 #61 #61 #101 #101 #61 #101 #81 #81 #121 #10402402N1003100044 #1/04 #250kcmil111 #21 #63"SETS PHASE & NEUTRAL GROUND CONDUITXFMR SECONDARY: 3-PHASE, 4-WIRE4 #21T10041 #8 1 1/2"4 #61T5041 #8 1"4 #4/011 #2T1004T1504T2254T25042"2 1/2"2#615021#10 1"(2)2#61502A1#10 1"137504468898889334004257504MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedE001SINGLE LINE DIAGRAM -DEMOLITIONCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.211. NEW STANDBY GENERATOR WITH 72-HR FUEL BELLY TANK WITH WEATHERPROOF, SOUND ATTENUATED ENCLOSURE. TANK HAS BEEN SIZED BASED ON CONNECTED LOAD. REFER TO SHEET E503. 2. LAYOUT TEMPORARY FEEDERS READY FOR SWITCH-OVER.3. DISCONNECT AND REMOVE EXISTING FEEDER, CONDUIT TO REMAIN.4. PROVIDE 12"L x 12"W x 8"D PULL BOX TO INTERCEPT NEW AND EXISTING FEEDER.5. PROVIDE (1) 4"C AND (1) 1"C IN NEW UG DUCT BANK.6. NEW HANDHOLE "HH1", SEE NEW WORK ON SHEET E002.7. NEW FEEDER IN NEW UG DUCT BANK.8. EXISTING EQUIPMENT TO BE REMOVED.9. REMOVE EXISTING CABLE, CONDUIT TO REMAIN.1. ALL EQUIPMENT SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.2. THE CONTRACTOR SHALL VISIT THE SITE SPECIFICALLY INCLUDING ALL AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THESE EXISTING CONDITIONS, AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK.3. ALL EQUIPMENT, CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED.4. COORDINATE ALL DEMOLITION WORK WITH FACILITY PERSONNEL BEFORE REMOVING ANY EQUIPMENT TO PREVENT UNNECESSARY LOSS OF POWER IN OCCUPIED SPACES.5. REFER TO SHEET E000 FOR ADDITIONAL NOTES.1. PROVIDE NEW 300KW STANDBY GENERATOR. 2. LAYOUT TEMPORARY FEEDER CABLES READY FOR SWITCH-OVER.3. INSTALL NEW UG FEEDER AND HANDHOLE "PB1". INTERCEPT EXISTING "ATS2" FEEDER FROM "EDBB".4. DISCONNECT EXISTING UPSTREAM AND DOWNSTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.5. CONNECT TEMPORARY UPSTREAM AND DOWNTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.6. DEMOLISH EXISTING 300KW GENERATOR AND DOWNSTREAM FEEDERS AND EQUIPMENT.7. NEW WORK - INSTALL THE FOLLOWING NEW EQUIPMENT IN NEW LOCATIONS:a. INSTALL NEW AUTOMATIC TRANSFER SWITCH "ATS1". b. INSTALL NEW HANDHOLE "HH1".c. INSTALL NEW UG CONDUIT FROM "HH1" TO NEW GENERATOR.d. PULL-IN NEW FEEDERS READY TO SWITCH-OVER. 8. DISCONNECT TEMPORARY UPSTREAM AND DOWNSTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.9. CONNECT NEW UPSTREAM AND DOWNTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.10. REMOVE REMAINING EQUIPMENT SCHEDULED FOR DEMOLITION.KEYNOTES:GENERAL NOTES:PHASING SEQUENCE:10920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3#NO SCALE SINGLE LINE DIAGRAM - DEMOLITION1 LSIGGFFMFFFA VASVSM(E)(E)COMB. PULL(E)MAIN SERVICE BOARD "MSDA"1600A 480Y/277V, 3ø, 4W, 30KAIC(E)1600A3P(E)50A3P(E)CLOCK(N)200A3P(E)50A3P(E)PANEL"L1B"(E)350A3P(E)XFMR "TDBA"112.5KVA(E)50A3P(E)PANEL"L2A"(E)350A3P(E)CONTROL"MCC"(E)60A3P(N)ELEV. #125HP(E)100A3P(E)400A3P(E)DISTR. BOARD "DBA"800A 120/208V,3ø,4W, 10kaic(E)80A3P(E)PANEL"P1C"(E)125A3P(E)PANEL"P2A"(E)80A3P(E)PANEL"P2B"(N)ELEV. #240HP(N)"ATS1"400A, 4P, 3ø(E)175A3P(E)PANEL"EL1A"(E)125A3P(E)PANEL"EL2A"(N)125A3P(E)70A3P(E)PANEL"EL1C"(E)50A3P(E)50A3P(E)60A3P(E)PANEL"L1A"(E)PANEL"EPB"(E)XFMR "ETB"9KVA(E)PANEL"EP1A"(E)XFMR "ET1A"30KVA(E)PANEL"EP2A"(E)XFMR "ET2A"45KVA(E)PANEL"EP1B"(E)PANEL"EP1C"(E)XFMR "ET1C"30KVA(E)PANEL"A"(E)XFMR30KVA(E)100A(E)UPS A(E)BYPASS(E)PANEL"B"(E)XFMR30KVA(E)100A(E)UPS B(E)BYPASS400A 277/480V, 3ø, 4W, 30kaicUTILITYXFMR #1(E)175A3P(E)PANEL"P1B"METER SECTION(E)LTG INV"EPU1C"(E)LTG INV"EPU2"(E)LTG INV"EPU1A"(E)LTG INV"EPU1B"START/STOPMANUALTRANSFERGENERATORREMOTEANN.(N)PANEL"EV"(N)STANDBY GEN.300KW / 375KVA277/480V, 3ø, 4W60HZ, NEMA 3RTO (E)"ATS2"IN CAR WASHPB1HH1#1/0 AWGCU GNDGGROUNDRODN400A50A480V, 30kaicAT ATS1AND ATS2(N)PANEL"PV"(E)80A3P(N)200A3P(N)25A3P(N)XFMR "ETC"15KVA(N)PANEL"EPC"(N)DS1 30A3P, 600VNEMA 3RNEMA 3R(N)PANEL"P1D"(N)PANEL"EP1D"SPARE(E)SPACE(N)PANEL"P2C"(N)XFMR "TP2D" 75KVA480V-208Y/120V(N)PANEL"P2D"(E)SPACE3ø,4W, 60HZ(N) 75KVAXFMR "ET1B"480V-208Y/120V3ø,4W, 60HZ(N)DS2200A 3P,600VNEMA 1(N)PANEL"EP2B"NEMA 3RNEMA 3R10kaic10kaic10kaicTHIS IS A FULLY RATED SYSTEM(E) EMERGENCY DISTR. BOARD "EDBA"XXXXVd=2.4%Isc=5.0kafcXXXVd=0.5%Isc=24.0kafcVd=1.6%Isc=7.0kafcVd=2.2%Isc=4.0kafcVd=2.4%Isc=6.0kafcVd=2.8%Isc=3.0kafcVd=2.2%Isc=2.0kafcXVd=1.2%Isc=4.0kafcXVd=0.5%Isc=20.0kafcUTILITY CONTRIBUTION TOFAULT CURRENT = 30kafc10kaic10kaic10kaic10kaic10kaic30kaic(E)#3/0 AWG TO UFERGROUND, COLD WATERSERVICE AND BUILDINGSTEELXVd=0.37%Isc=27.7kafcXVd=0.44%Isc=26.3kafcXVd=0.58%Isc=24.0kafc(N)125A3P(N)XFMR "TPV" 75KVA208Y/120V-480V3ø,4W, 60HZ(E)SPACEGFI(N)DS3200A 3P,600VNEMA 1(N)DS4400AS/250AF3P, 600VNEMA 13350440045621440044004400477771004760488SEE SHEET E004 FOR DETAILS303T6041120047041253T2254125312531254125412121253T2254913T2504101420041253121MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1" = 1'-0"E002SINGLE LINE DIAGRAM -RENOVATIONCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.211. NEW STANDBY GENERATOR WITH 8-HR FUEL BELLY TANK IN NEW CONCRETE ENCLOSURE.2. PROVIDE BELDEN CONTROL CABLE IN 1"C TO GENERATOR CONTROLLER PER GENERATOR MANUFACTURER'S RECOMMENDATION.3. NEW FEEDER IN NEW UG DUCT BANK.4. NEW PULL BOX, REFER TO SHEET E001.5. PROVIDE PRECAST UG HANDHOLE 36"L x 24"W x 36"D REINFORCED CONCRETE WITH TRAFFIC RATED BOLT DOWN LID. ENGRAVED WITH "ELECTRIC" SIGN.6. PROVIDE NEW AUTOMATIC TRANSFER SWITCH "ATS1" IN THE SAME LOCATION.7. NEW FEEDER IN EXISTING UG CONDUIT.8. FUSED DISCONNECT WITH AUXILIARY CONTACT AND LOCKING DEVICE IN ELEVATOR EQUIPMENT ROOM. PROVIDE FUSE PER ELEVATOR MANUFACTURER'S RECOMMENDATION. VERIFY SHUNT TRIP AND LOCK-OUT CONTROL WITH ELEVATOR CONTRACTOR AND FIRE ALARM CONTRACTOR.9. PROVIDE LABEL PER CEC ARTICLE 705.12(D)(2)(3)(C): "WARNING: THIS EQUIPMENT IS FEED BY MULTIPLE SOURCES. TOTAL RATING OF ALL OVER CURRENT DEVICES, EXCLUDING MAIN SUPPLY OVER CURRENT DEVICE, SHALL NOT EXCEED AMPACITY OF BUSBAR.10. PROVIDE BACKFEED CIRCUIT BREAKER AT THE END OF THE INCOMING BUS. RELOCATE EXISTING CIRCUIT BREAKERS AND ASSOCIATED FEEDERS WITHIN SWITCHBOARD AS REQUIRED. PROVIDE LABEL: "WARNING: POWER SOURCE OUTPUT CONNECTION - DO NOT RELOCATE THIS OVERCURRENT DEVICE."11. PROVIDE #8 AWG GROUND IN 1/2"C.12. PROVIDE #2 AWG GROUND IN 3/4"C.13. PROVIDE ALSOENERGY MONITORING SYSTEM. PROVIDE WEATHER SENSORS AND DATA CABLE PER MANUFACTURER INSTRUCTION. 14. PROVIDE 200A 3P UTILITY ACCESSIBLE DISCONNECT WITH LABEL: "PV SYSTEM DISCONNECT AND RAPID SHUTDOWN SWITCH FOR PV SYSTEM." "SOLAR SYSTEM IS EQUIPPED WITH RAPID SHUTDOWN. TURN RAPID SHUTDOWN SWITCH TO "OFF" POSITION TO SHUTDOWN PV SYSTEM AND REDUCE SHOCK HAZARD IN ARRAY."1. PROVIDE A PERMANENT PLAQUE OR DIRECTORY AT EACH SERVICE DISCONNECT LOCATIONS AND AT EACH DISCONNECTING MEANS FOR POWER PRODUCTION SOURCES LOCATED ON THESE PREMISES. THIS PLAQUE MUST DENOTE ALL OTHER SERVICES SUPPLYING THE STRUCTURE AND ALSO DENOTES THE AREA SERVED.2. PROVIDE CODE SIZE PULL BOX AS REQUIRED.3. REFER TO SITE PLAN FOR EQUIPMENT LOCATIONS. 4. ALL CONDUITS AND WIRING SHALL BE PULLED AND BE IN PLACE FOR QUICK LOAD TRANSFER TO MINIMIZE THE DOWNTIME. 5. REFER TO E001 FOR FEEDER SCHEDULE.6. CONTRACTOR SHALL PROVIDE FINAL SHORT CIRCUIT CALCULATION, COORDINATION AND ARC FLASH EVALUATION, AND PROVIDE ARC FLASH LABELTO ALL NEW EQUIPMENT.7. ALL FUSES SHALL BE CURRENT LIMITING CLASS RK1, TYPE LPS-RK-SP. (FAST ACTION 600V), OR CLASS RK1, TYPE LPN-RK-SP (FAST ACTION 250V).1. PROVIDE NEW 300KW STANDBY GENERATOR. 2. LAYOUT TEMPORARY FEEDER CABLES READY FOR SWITCH-OVER.3. INSTALL NEW UG FEEDER AND HANDHOLE "PB1". INTERCEPT EXISTING "ATS2" FEEDER FROM "EDBB".4. DISCONNECT EXISTING UPSTREAM AND DOWNSTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.5. CONNECT TEMPORARY UPSTREAM AND DOWNTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.6. DEMOLISH EXISTING 300KW GENERATOR AND DOWNSTREAM FEEDERS AND EQUIPMENT.7. NEW WORK - INSTALL THE FOLLOWING NEW EQUIPMENT IN NEW LOCATIONS:a. INSTALL NEW AUTOMATIC TRANSFER SWITCH "ATS1". b. INSTALL NEW HANDHOLE "HH1".c. INSTALL NEW UG CONDUIT FROM "HH1" TO NEW GENERATOR.d. PULL-IN NEW FEEDERS READY TO SWITCH-OVER. 8. DISCONNECT TEMPORARY UPSTREAM AND DOWNSTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.9. CONNECT NEW UPSTREAM AND DOWNTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.10. REMOVE REMAINING EQUIPMENT SCHEDULED FOR DEMOLITION.PHASING SEQUENCE:KEYNOTES:GENERAL NOTES:10920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3#NO SCALE SINGLE LINE DIAGRAM - RENOVATION11 04.14.21 CONSTRUCTION CHANGE 01 M(N)XFMR "TODB"225KVANEMA 3R600A3P(N)DISTR. BOARD "ODB" 600A120/208V,3ø,4W, 22KAIC, NEMA 3RPANEL PANEL PANEL125A2P125A2P125A2PPANEL125A2PPANEL125A2PPANEL125A2PPANEL125A2PPANEL"P7A"125A2P"P7" "P6A" "P6""P4" "P3" "P2" "P1"12346789(N) "MODB"METER/MAINS400A, 3P, 480VNEMA 3R(E)UTILITYTR - #2TRAILER"T1"TRAILER"T2"TRAILER"T3"TRAILER"T4"TRAILER"T7"TRAILER"T6"350A3P#6 AWG CUGND (TYP)#1/0 AWGCU GNDPANEL125A2P"P5"5REF & FRZ"T5"PANEL125A2PPANEL125A2PPANEL125A2PPANEL"P10A"125A2P"P10" "P9" "P8"10111213TRAILER"T10"TRAILER"T8"PANEL125A2PPANEL"P11A"125A2P"P11"1415TRAILER"T11"60A3P16125A3P17100A3P18XVd=0.6%Isc=17.8KAFCTRAILER"T9"JBPANEL"S1"JBPANEL"S2"WP WPSTORAGE"S1"STORAGE"S2"JBPANEL"S3"WPSTORAGE"S3"JBPANEL"S4"WPSTORAGE"S4"JBPANEL"S5"WPSTORAGE"S5"#8 AWG CUGND (TYP)JBPANEL"S6"JBPANEL"S7"WP WPSTORAGE STORAGEJBPANEL"S8"WPSTORAGEJBPANEL"S9"WPSTORAGEJBPANELWPSTORAGESPAREJBPANEL"S10"WPSTORAGEJBPANEL"S11"WPSTORAGEJBPANEL"S12"WPSTORAGEJBPANEL"S13"WPSTORAGEJBPANEL"S14"WPSTORAGEJBPANEL"S15"WPSTORAGEJBPANEL"S16"WPSTORAGEJBPANEL"S18"WPSTORAGEJBPANEL"S19"WPSTORAGEJBPANEL"S20"WPSTORAGE#8 AWG CUGND (TYP)"S17""S6" "S7" "S8" "S9" "S10" "S11" "S12" "S13" "S14" "S15" "S16""S18" "S19" "S20""S17"DS2WPDS3WPAB BC CA AB BCAB BC CA AB BC CA AB BC CA AB BC CA AB BC CAXXXXVd=1.6%Isc=2.1KAFCVd=1.9%Isc=4.0KAFCVd=1.8%Vd=2.2%M(N)METER/MAINS100A, 3P, 480VNEMA 3R(E)UTILITYTR - #160A3P40DS60A 3PTEMP. HVACWP#6 AWGCU GND(BY MECHANICAL)MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"E003SINGLE LINE DIAGRAM -TEMP. POWERCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 312" = 1'-0" SLD TEMP - OFFICE112" = 1'-0" SLD TEMP - BLDG HVAC2A. UTILITY TEMPORARY SERVICE METER SHALL BE INSTALLED PER THE UTILITY COMPANY REQUIREMENTS. VERIFY FINAL CONSTRUCTION REQUIREMENTS WITH UTILITY COMPANY SERVICE PLANNER.B. CONTACT THE SDG&E SERVICE PLANNER FOR FURTHER INFORMATION.C. THE CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD CONDITIONS PRIOR TO INSTALLATION OF UTILITY SERVICE TO THE TEMPORARY OFFICE TRAILERS.D. COORDINATE EQUIPMENT LOCATIONS WITH EXISTING CONDITIONS AND NEW WORK.E. UTILITY SERVICE INFORMATION SHOWN IS FOR BIDDING PURPOSES ONLY. ACTUAL CONSTRUCTION DOCUMENTS SHALL BE OBTAINED FROM THE APPROPRIATE UTILITY COMPANY REPRESENTATIVE.F. BALANCE ALL SINGLE PHASE LOADS/PANELS ON IN THE DISTRIBUTION BOARD AND FEEDERS.GENERAL NOTES:ABCTYP.3503AA. TAP NEW FEEDER TO SECONDARY SIDE OF TRANSFORMER.B. PROVIDE 3/4"C-#1/0 GROUND TO 3/4"Ø x 10'L GROUND ROD.C. BUILD-IN LOAD CENTER INSIDE TEMPORARY OFFICE TRAILER.D. PROVIDE NEMA 3R 6" SQ x 4" DEPTH SPLICE BOX.E. PROVIDE NEMA 3R 60A, 240V, 3P FUSED DISCONNECT SWITCH.F. PROVIDE NEMA 1 30A, 240V, 2P LOAD CENTER WITH (4) 20A, 120V, 1P CIRCUIT BREAKERS.G. PROVIDE NEMA 3R 200A, 240V, 3P FUSED DISCONNCT SWITCH.H. PROVIE NEMA 3R 8" SQ x 4" DEPTH SPLICE BOX.I. FIELD VERIFY LOADS IN THIS STORAGE, EXISTING LOAD CENTER SHALL HAVE MAIN BREAKER FOR THIS TYPE OF CONNECTION. OTHERWISE PROVIDE APPROPRIATE FUSSIBLE DISCONNECT SWITCH BEFORE THE EXISTING LOAD CENTER.KEYNOTES:60360043503603#125NTYP.604125430NTYP.30NTYP.DTYP.HTYP.EG604TYP.1254TYP.FITYP.ITYP. ..............JUNCTION BOX INTEGRAL TO PVMODULE, TYPICAL.(+) AND (-) MC4 TYPE CONNECTORS FURNISHEDWITH MODULE CONNECTED TO MICROINVERTER,TYPICAL.ENPHASE IQ7PLUS-72-B-USMICROINVERTER, TYPICALTERMINATORCONNECTION, SINGLEUSE PERMANUFACTURERDIRECTIONJUNCTION BOX INTEGRAL TO PVMODULE, TYPICAL.(+) AND (-) MC4 TYPE CONNECTORS FURNISHEDWITH MODULE CONNECTED TO MICROINVERTER,TYPICAL.ENPHASE IQ7PLUS-72-B-USMICROINVERTER, TYPICALTERMINATORCONNECTION, SINGLEUSE PERMANUFACTURERDIRECTIONJUNCTION BOX INTEGRAL TO PVMODULE, TYPICAL.(+) AND (-) MC4 TYPE CONNECTORS FURNISHEDWITH MODULE CONNECTED TO MICROINVERTER,TYPICAL.ENPHASE IQ7PLUS-72-B-USMICROINVERTER, TYPICALTERMINATORCONNECTION, SINGLEUSE PERMANUFACTURERDIRECTIONJ-BOXWP3/4"C, 2 #10 + #12 GNDJ-BOXWP3/4"C, 2 #10 + #12 GNDJ-BOXWP3/4"C, 2 #10 + #12 GND(10) MICROINVERTERS CONNECTED TO ASINGLE Q CABLE. (TYP. OF 6)(9) MICROINVERTERS CONNECTED TO ASINGLE Q CABLE. (TYP. OF 16)(6) MICROINVERTERS CONNECTED TO ASINGLE Q CABLE. (TYP. OF 2)MQ TYPE CABLESQ TYPE CABLESQ TYPE CABLES250A3P(N) PANELBOARD "PV" 120/208V,3ø,4W, 400A BUS(x2)20A2P(x6)20A2P(x16)20A2PTO "MSDA"111111MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"E004PV SINGLE LINE DIAGRAMCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3NO SCALE PV SINGLE LINE DIAGRAM11. EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH THE CEC AND ALL APPLICABLE REQUIREMENTS OF THE SERVING ELECTRIC UTILITY COMPANY.2. PROVIDE LABELING FOR ALL EQUIPMENT, INCLUDING CONDUIT, PER CEC ARTICLE 690 AND 705.3. ALL EQUIPMENT IS NEW UNLESS NOTED OTHERWISE.4. ALL CONDUCTORS TO BE THWN-2 INSULATED COPPER UNLESS NOTED OTHERWISE.5. GROUNDING SHALL BE IN ACCORDANCE WITH CEC ARTICLE 690.6. WIRES SHALL BE LABELED "SUNLIGHT RESISTANT" WHERE EXPOSED TO DIRECT SUNLIGHT.7. ALL CONDUITS INSTALLED IN BUILDINGS SHALL BE METALLIC.8. INSTALL GROUNDING BUSHINGS PER CEC 250.64(E) AT CONDUIT ENTRY AND EXIT POINTS OF ALL METALLIC ENCLOSURES.9. ALL INVERTERS SHALL BE EQUIPPED WITH DC ARC FAULT CIRCUIT PROTECTION PER CEC ARTICLE 690.11, AND GROUND FAULT PROTECTION PER CEC ARTICLE 690.41(B).10. ALL EQUIPMENT TO BE LISTED TO 75DEG-C. WIRE AND CABLES TO BE 90DEG-C RATED.11. SEE SHEET E001 FOR ADDITIONAL INFORMATION ON 'DB1', 'MS', THE UTILITY TRANSFORMER, AND ASSOCIATED NON-PV SYSTEM CONNECTIONS.GENERAL NOTES:KEY NOTES:1. J-BOX SHALL BE USED FOR TRANSITION FROM Q-CABLE WIRING TO APPROVED BUILDING WIRE. A SINGLE J-BOX MAY BE USED FOR UP TO THREE (3) Q-CABLE CIRCUITS. VERIFY SIZE OF J-BOX MEETS REQUIREMENTS OF CEC.#1 04.14.21 CONSTRUCTION CHANGE 01 SMALL ROOMNTSNTSNTSGENERAL LIGHTING CONTROLLARGE ROOMLIGHTING CONTROL NOTESNTSLIGHTING CONTROL NARRATIVEGENERAL NOTESALL LIGHTING IN THE BUILDINGS UTILIZE DIMMABLE LED SOURCES. ALLCOMMON AREAS LIGHTING (CORRIDORS AND STAIRS) FEATUREOCCUPANCY SENSORS THAT REDUCE LIGHTING LEVELS IN RESPONSE TOOCCUPANTS. ALL MULTI-OCCUPANT AREAS (CONFERENCE ROOMS,LAUNDRY ROOMS, ETC.) FEATURE OCCUPANCY SENSORS AND LOCALDIMMER SWITCHES TO CONTROL THE LIGHTING IN EACH ENCLOSEDSPACE.EACH CORRIDOR IS ZONED TO OPERATE AS A SINGLE ILLUMINATED AREA.EACH STAIR IS ZONED TO OPERATE AS A SINGLE ILLUMINATED AREA. EACHOF THE MULTI-OCCUPANT AREAS IS ZONED INDIVIDUALLY WITH LOCALOCCUPANCY SENSORS AND DIMMERS. AREAS IN DAYLIGHT ZONESFEATURE BOTH OCCUPANCY AND DAYLIGHT SENSORS THAT REDUCELIGHTING LEVELS IN RESPONSE TO OCCUPANTS ANDDAYLIGHT.1. LIGHTING CONTROL SYSTEM IS DESIGNED AROUND nLIGHT SWITCH DIGITALLIGHTING MANAGEMENT. ANY PROPOSED ALTERNATE MUST BE APPROVEDBEFORE BID.2. THIS DETAIL IS DIAGRAMMATIC IN NATURE AND IS ONLY INTENDED TOILLUSTRATE THE GENERAL REQUIREMENTS OF THE LIGHTING CONTROLSYSTEM.3. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL EQUIPMENT,COMPONENTS, CABLING, ACCESSORIES, ETC. AS REQUIRED FOR ACOMPLETELY FUNCTIONAL LIGHTING CONTROL SYSTEM COMPLIANT WITH2016 TITLE 24 REQUIREMENTS.4. ALL CONTROLLERS, INTERFACE DEVICES, POWER PACKS, BYPASS DEVICES,ETC. SHALL BE INSTALLED IN ACCESSIBLE CEILING.5. ALL DEVICES SHALL BE INSTALLED AND LOCATED PER MANUFACTURER'SREQUIREMENTS.6. THE CONTRACTOR SHALL PROGRAM, TEST, AND COMMISSION THELIGHTING CONTROL SYSTEM, PER 2016 TITLE 24 REQUIREMENTS.7. ALL 0-10V WIRING SHALL BE IN SEPARATE CONDUIT FROM LINE VOLTAGEWIRING.8. ALL BALLASTS AND DRIVERS CONNECTED TO THIS SYSTEM SHALL INCLUDE0-10V CONTROL.9. SEE LIGHTING PLAN FOR EXACT QUANTITIES OF LIGHT FIXTURES ANDDEVICES.2. THE BILL OF MATERIAL SHALL NOT BE USED FOR QUANTITY TAKE-OFF.SENSOR SWITCHSENSOR SWITCHSENSOR SWITCHOCCUPANCY SENSOR*per section 130.1(C)SWITCH WITHON/OFFRAISE/LOWER*per section 130.1(A)RELAY MODULE WITHON/OFFDIMMING 0-10v*per section 130.1(B)DAYLIGHT HARVESTING*per section 130.1(D)OCCUPANCY SENSOR*per section 130.1(C)SWITCH WITHON/OFFRAISE/LOWER*per section 130.1(A)RELAY MODULE WITHON/OFFDIMMING 0-10v*per section 130.1(B)OCCUPANCY SENSOR*per section 130.1(C)DAYLIGHT HARVESTING*per section 130.1(D)SWITCH WITHON/OFFRAISE/LOWER*per section 130.1(A)RELAY MODULE WITHON/OFFDIMMING 0-10v*per section 130.1(B)nPODM 2P DX WHNRJ45 PORTS +40mAnPP16 DVIOLETGRAYGRNBLUEHNWHTBLKBLUERJ45RJ45CAT 5NRJ45 PORTS +40mAnPP16 DVIOLETGRAY277/120VAC 0-10V DIMMINGGRNBLUEHNWHTBLKBLUELOAD "2b"NRJ45 PORTS +40mAnPP16 D ERVIOLETGRAY277/120VAC 0-10V DIMMINGGRNBLUEHNWHTBLKLOAD "2a"EMERGENCY CKT.BLUEHREDNORMAL (SENSE ONLY)(nPODM 4P DX WH)CAT 5CAT 5CAT 5277/120VAC 0-10V DIMMINGRJ45RJ45nCM PDT 10DIGITALOCCUPANCY SENSORRJ45RJ45nCM PDT 10DIGITALOCCUPANCY SENSORRJ45RJ45nCM PDT 9 ADCXDIGITAL DAYLIGHTAND OCCUPANCY SENSORNRJ45 PORTS +40mAnPP16 DVIOLETGRAYLOAD "a1"277/120VAC 0-10V DIMMINGRJ45RJ45nWSX PDT LV DX WHGRNBLUEHNWHTBLKBLUEnPODM 2P DX WHRJ45RJ45NRJ45 PORTS +40mAnPP16 DVIOLETGRAY277/120VAC 0-10V DIMMINGRJ45RJ45GRNBLUEHNWHTBLKBLUENRJ45 PORTS +40mAnPP16 DVIOLETGRAY277/120VAC 0-10V DIMMINGGRNBLUEHNWHTBLKBLUEnPODM 2P DX WHRJ45RJ453-way3-wayCAT 5CAT 5CAT 5CAT 5CAT 5nCM PDT 10DIGITALOCCUPANCY SENSORRJ45RJ45nCM PDT 10DIGITALOCCUPANCY SENSORnPOD GFXRJ45RJ45nPOD GFXRJ45RJ45nWSX PDT LV WHLOAD "2b"LOAD "2a"Daylight ZoneOFFONON/OFFOFFONOFFONnLIGHTON/OFFBILL OF MATERIALnPP16 PL T24nPP16 DXXPRODUCT #QTYDESCRIPTION16 AMP RELAY PACK WITH 0-10V DIMMING CONTROL; CHASE NIPPLE MOUNTING16 AMP RELAY PACK FOR PLUG LOAD CONTROL; CHASE NIPPLE MOUNTINGXnPODM 2P DX WH2 CHANNEL ON/OFF TOGGLE WITH DIMMINGXnPP16 D ER16 AMP RELAY PACK WITH 0-10V DIMMING CONTROL; CHASE NIPPLE MOUNTINGFOR EMERGENCY LIGHTINGX nCM PDT 10STANDARD RANGE 360° SENSOR-CEILING MOUNT, LOW VOLTAGE, DUALTECHNOLOGY (PDT): (NO WIRES)nCM PDT 9 ADCXXSTANDARD RANGE 360° SENSOR-CEILING MOUNT, LOW VOLTAGE, DUALTECHNOLOGY (PDT): PHOTOCELL W/ DIMMING (NO WIRES)BILL OF MATERIALnPP16 DXPRODUCT #QTYDESCRIPTION16 AMP RELAY PACK WITH 0-10V DIMMING CONTROL; CHASE NIPPLEMOUNTINGnWSX PDT LV DX WHXBILL OF MATERIALnPP16 DnCM PDT 9 ADCXXXPRODUCT #QTYDESCRIPTION16 AMP RELAY PACK WITH 0-10V DIMMING CONTROL; CHASE NIPPLE MOUNTINGnPODM 2P DX WHX2 CHANNEL ON/OFF TOGGLE WITH DIMMINGWALL SWITCH DECORATOR OCCUPANCY SENSOR-DUAL TECHNOLOGY (PDT),LOW VOLTAGE; ON / OFF / RAISE / LOWER CONTROLSTANDARD RANGE 360° SENSOR-CEILING MOUNT, LOW VOLTAGE, DUALTECHNOLOGY (PDT): PHOTOCELL W/ DIMMING (NO WIRES)XGRAPHIC WALL POD WITH TOUCH SCREENnWSX PDT LV WHXWALL SWITCH DECORATOR OCCUPANCY SENSOR-DUAL TECHNOLOGY (PDT),LOW VOLTAGE CONTROLCABDMATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:NTSE005LIGHTING FIXTURE SCHEDULECARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3REFER TO SPECIFICATION SECTIONS LIGHTING [16510 26 51 00] [AND EMERGENCY LIGHTING EQUIPMENT 16535 26 52 00] FOR ADDITIONAL INFORMATION AND REQUIREMENTS.INTERIOR CORRELATED COLOR TEMPERATURE [2700, 3000, 3500, 4000/4100]K, COLOR RENDERING INDEX (CRI) AT OR ABOVE [80, 85, 90], UNLESS NOTED OTHERWISE.EXTERIOR CORRELATED COLOR TEMPERATURE [2700, 3000, 3500, 4000/4100]K, COLOR RENDERING INDEX (CRI) AT OR ABOVE [80, 85, 90], UNLESS NOTED OTHERWISE.[PROVIDE CHICAGO PLENUM CCEA FOR ALL RECESSED LUMINAIRES LOCATED IN PLENUM CEILINGS.]CATALOG NUMBER SHALL NOT BE CONSIDERED COMPLETE AND MATERIAL SHALL NOT BE ORDERED BY MANUFACTURER AND CATALOG NUMBER ONLY. THE COMPLETE DESCRIPTION AND THESPECIFICATION SHALL BE COORDINATED WITH THE CATALOG NUMBER TO DETERMINE THE EXACT MATERIAL AND ACCESSORIES TO BE ORDERED. THE FIRST MANUFACTURER LISTED IS THEBASIS OF DESIGN.VERIFY AND COORDINATE ALL CEILING TYPES WITH LUMINAIRE MOUNTING AND TRIM REQUIREMENTS PRIOR TO THE RELEASE OF THE LUMINAIRE ORDER.CONFIRM ALL COLORS AND FINISHES OF ALL LUMINAIRE COMPONENTS WITH ARCHITECT AND INTERIOR DESIGNER PRIOR TO THE RELEASE OF THE LUMINAIRE ORDER.UNLESS INDICATED ON LIGHTING PLANS OR BELOW, REFER TO ARCHITECTURAL AND INTERIOR DESIGN ELEVATIONS, SECTIONS AND DETAILS FOR ALL SUSPENDED AND WALL MOUNTEDLUMINAIRE MOUNTING HEIGHTS.DMX - DIGITAL MULTIPLEX EM - EMERGENCY BATTERYML - MULTI-LEVEL SWITCHINGO - OTHER (SEE DESCRIPTION)DALI - DIGITAL ADDRESSABLE ELV - ELECTRONIC LOW VOLTAGE LINE - LINE VOLTAGE DIMMINGREM - REMOTE0-10V - 0-10V DIMMINGEB - ELECTRONICHL - HIGH/LOW (100%/50%) STEP...MV - MULTI-VOLTAGE ELECTRONIC(TYPE) DRIVER:PL - POLEO - OTHER (SEE DESCRIPTION)DLED - DYNAMIC TUNABLE LED WLED - WARM DIM LEDP - PERIMETERWL - WALLOLED - ORGANIC LEDRLED - RETROFIT LEDFR - FLANGED RECESSED UC - UNDER CABINETTLED - TUBULAR LED LAMPRGBA - COLOR CHANGING + AMBERCV - COVESU - SURFACELED - LIGHT EMITTING DIODE RGBW - COLOR CHANGING + WHITECL - CEILING SURFACESP - SUSPENDED(TYPE) LEDRGB - COLOR CHANGING LED(MTG) MOUNTING:RE - RECESSED(WATT) PER: FIX - FIXTURE, FT - FOOT, LAMPCFSA - COLOR-FINISH SELECTION BY ARCHITECT[DESIGN SPECIFIC BLANKS]PAF - PAINT AFTER FABRICATIONWW - WALL WASH K - KSH12 .125" ACRYLIC O - OTHER (SEE DESCRIPTION)FINISH:VWD - VERY WIDEG - TEMPERED GLASSSS - SEMI-SPECULAR CLEARRS - REGRESSED STEEL V - ANSI/IES TYPE 5 DISTRIBUTION WD - WIDEF - FROSTED ACRYLICR - HIGH IMPACT DR ACRYLICRA - REGRESSED ALUMINUM IV - ANSI/IES TYPE 4 DISTRIBUTION MD - MEDIUMC - CLEAR ALZAKP - POLYCARBONATEFS - FLAT STEELIII - ANSI/IES TYPE 3 DISTRIBUTION SP - SPOTB - BAFFLE/LOUVERN - NONEFA - FLAT ALUMINUMII - ANSI/IES TYPE 2 DISTRIBUTION NSP - VERY NARROW SPOT A - .125" ACRYLICM - MATTE DIFFUSE CLEAR(DESC) DOOR:DISTRIBUTION:BEAMWIDTH:(L/L) LENS/LOUVER:K19 - KSH19 .156" ACRYLICLED LUMINAIRE SCHEDULEITEM DESCRIPTIONWATT LED DRIVERAPPROVED MANUFACTURERANSIWATTSPER TYPECCT(MIN)VOLTS TYPEF1 2'x4' RECESSED31 W FIX LED 3500k 277 V 0-10V LITHONIA: 2VLT4-40L-ADP-GZ10-LP835F2 4' LENEAR LIUMINAIRE 6"11 W FIX LED 3500k 277 V 0-10V LITHONIA: BLWP4-15L-SDP-277-GZ10-LP835F3 LENEAR RECESED, LENGTH VARIES5 W FT LED 3500k 277 V 0-10V GAMMLUX: GB34RC2BX4-LED-LENSF4 1'x4' SURFACED19 W FIX LED 3500k 277 V 0-10V LITHONIA: EPANL-1X4-1500LM-80CRI-35K-MIN10-ZT-MVOLTF5 1'x4' RECESSED WET TROFFER WITH INTEGRAL MOTIONSENSOR27 W FIX LED 3500k 277 V 0-10V LITHONIA:WRTL-F-L48-3000LM-0AW-AFL-277-GZ1-35K-80CRI-MSE6NWLF6 2'x4' SURFACE45 W FIX LED 3500k 277 V 0-10V LITHONIA: EPANL-2X4-4800LM-80CRI-35K-MIN10-ZT-MVOLTF8 2'x2' RECESSED19 W FIX LED 3500k 277 V 0-10V LITHONIA: EPANL-2X2-2000LM-80CRI-35K-MIN10-ZT-MVOLTF8E SAME AS TYPE F8 EXCEPT CONNECTED TO EMERGENCYCIRCUIT19 W FIX LED 3500k 277 V 0-10V LITHONIA: EPANL-2X2-2000LM-80CRI-35K-MIN10-ZT-MVOLTF9 6" ROUND DOWNLIGHT20 W FIX LED 3500k 277 V 0-10V GOTHAM: EV06-35/20-AR-MWD-XXX-277-GZ10F9A SAME AS F9 BUT 120V20 W FIX LED 3500k 120 V 0-10V GOTHAM: EV06-35/20-AR-MWD-XXX-120-GZ10F10 LENEAR SUSPENDED5 W FT LED 3500k 277 V 0-10V PINNACLE: EX3DI-BW-835-XXX-AC548JB-2-OL2-1-XXF11 SUSPENDED ROUND PENDANT56 W FIX LED 3500k 277 V 0-10V SSL: SSC8-20i-PD-UNV-35K-CR83-60L-WH-50-LDF12 1'x4' SURFACED WRAPAROUND26 W FIX LED 3500k 277 V 0-10V LITHONIA: LBL4-3000LM-80CRI-35K-MIN10-GZT-MVOLTF12E SAME AS TYPE F12 EXCEPT CONNECTED TO EMERGENCYCIRCUIT26 W FIX LED 3500k 277 V 0-10V LITHONIA: LBL4-3000LM-80CRI-35K-MIN10-GZT-MVOLTF13 SLIM LED PENDANT15 W FIX LED 3500k 277 V VIBIA: uu510509F14 4' LINEAR LUMINAIRE 6" APERTURE, WALL MOUNTED26 W FIX LED 3500k 277 V 0-10V CORONET: LSR4-4-35-LTG2-UNV-DB-W-WMF15 Essence Trio Linear Suspension Chandelier87 W FIX LED 3000k 120 V Tech Lighting: TECP200136F16 LENEAR RECESED, WET LOCATION5 W FT LED 3500k 277 V 0-10V SELUX: L60W-1C20-835-LW-F-08-WH-U-DIMF16A SAME AS TYPE F16 BUT PENDANT MOUNT5 W FT LED 3500k 277 V 0-10V SELUX: L60W-1C20-835-LW-RS-08-WH-U-DIMF16B LENEAR RECESED, WET LOCATION5 W FT LED 3500k 120 V 0-10V SELUX: L60W-1C20-835-LW-F-08-WH-U-DIMF18 WALL MOUNTED CYLINDER DOWN LIGHT20 W FIX LED 3500k 277 V GOTHAM: EV06WC-35-20-AR-MWD-LSS-MVOLT-GZ10-JBX-DN-XXX-XXXF19 LENEAR RECESED WALL, LENGTH VARIES5 W FT LED 3500k 277 V 0-10V GAMMALX LIGHT LEVEL SERIES GLL22C2-LED-LENSF20 ROUND ADJUSTABLEDOWNLIGHT15 W FIX LED 3000k 277 V EB LF ILLUMINATION - 8021-13-8030-N-MW-CLF21 SOLID WOOD EXTERIOR/INTERIOR LED ROUND PENDANT 28 W FIX LED 3500k 277 V 12V AURA-RNG-D-12-HO-MOD-LetteringF22 2' UNDER CABINET UNIT WITH SOLID FRONT & PRISMATICLENS, PAINTED STEEL HOUSING. [,ROCKER SWITCH]15 W FIX LED 3000k 277 V TBDF23 LENEAR RECESED, LENGTH VARIES FOR WET LOCATIONS 5 W FT LED 3500k 120 V 0-10V FORUM AQR-F-32-65LED35-SATx67-120-CCX1 LED EDGE-LIT EXIT SIGN, CLEAR ACRYLIC PANEL, GREENLETTERS, UNIVERSAL ARROWS/MOUNTING. SELF TEST &DIAGNOSTICS. REFER TO PLANS FOR DIRECTIONAL ARROWSAND NUMBER OF FACES.3 W FIX LED L.E.D. 277 V EM LITHONIA: EDG-X-X-R-SDX2 LED EDGE-LIT EXIT SIGN, CLEAR ACRYLIC PANEL, GREENLETTERS, WALL MOUNTED. REFER TO PLANS FORDIRECTIONAL ARROWS AND NUMBER OF FACES.3 W FIX LED L.E.D. 277 V EM LITHONIA: EDG-X-X-R-SDNO SCALE LIGHTING CONTROL DETAIL11 04.14.21 CONSTRUCTION CHANGE 0111 FDFDFDINTERVIEWCELLSAFETY CELLENTRYCELL?PRISONER INTAKECELLCORRIDORE4001(R)GEN. SETPNL-"EPB"DP-"EDBB"(R)"ATS1"47283112TO EXISTING "ATS2" IN CAR WASH5041010HH1(N)GEN. SET(N)COMMAND CENTER6504591111TR-ETB13ELEC. ROOM174MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1" = 20'-0"E101SITE PLAN -ELECTRICAL DEMOLITIONCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1" = 20'-0" SITE PLAN - ELECTRICAL DEMOLITION11. NEW STANDBY GENERATOR WITH 72-HR FUEL BELLY TANK WITH WEATHERPROOF, SOUND ATTENUATED ENCLOSURE.2. DISCONNECT AND REMOVE EXISTING FEEDER, CONDUIT TO REMAIN.3. NEW CONDUITS IN UG DUCT BANK:(2) 1"C FOR 'ATS2' FEEDER AND CONTROL.(1) 4"C AND (1) 1"C FOR 'ATS1' FEEDER AND CONTROL RESPECTIVELY.4. NEW HANDHOLE "HH1", SEE NEW WORK ON SHEET E102.5. (1) 1"C IN UG DUCT BANK FOR REMOTE ANNUNCIATOR CABLE.6. (2) 1"C IN UG DUCT BANK FOR POWER AND SIGNAL.7. EXISTING 4"C WITH NEW FEEDER TO 'ATS2'.8. EXISTING UG CONDUITS TO "ATS2".9. PROVIDE NEW PULL BOX 'PB1'.10. EXISTING EQUIPMENT TO BE REMOVED.11. EXISTING EQUIPMENT TO REMAIN.12. REMOVED EXISTING GENERATOR, FUEL TANK AND ALL APPURTENANCES. 13. SEE SHEET E102 FOR CONTINUATION.1. ALL EQUIPMENT SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.2. THE CONTRACTOR SHALL VISIT THE SITE SPECIFICALLY INCLUDING ALL AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THESE EXISTING CONDITIONS, AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK.3. ALL EQUIPMENT, CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED.4. COORDINATE ALL DEMOLITION WORK WITH FACILITY PERSONNEL BEFORE REMOVING ANY EQUIPMENT TO PREVENT UNNECESSARY LOSS OF POWER IN OCCUPIED SPACES.5. CONTRACTOR TO FIELD VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION, AND VERIFY LOCATION POINT OF INTERCEPTION OF EXISTING UNDERGROUND FEEDERS.6. REFER TO SHEET E000 FOR ADDITIONAL NOTES.1. PROVIDE NEW 300KW STANDBY GENERATOR. 2. LAYOUT TEMPORARY FEEDER CABLES READY FOR SWITCH-OVER.3. INSTALL NEW UG FEEDER AND HANDHOLE "PB1". INTERCEPT EXISTING "ATS2" FEEDER FROM "EDBB".4. DISCONNECT EXISTING UPSTREAM AND DOWNSTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.5. CONNECT TEMPORARY UPSTREAM AND DOWNTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.6. DEMOLISH EXISTING 300KW GENERATOR, FUEL TANK AND DOWNSTREAM FEEDERS AND EQUIPMENT.7. NEW WORK - INSTALL THE FOLLOWING NEW EQUIPMENT IN NEW LOCATIONS:a. INSTALL NEW AUTOMATIC TRANSFER SWITCH "ATS1". b. INSTALL NEW HANDHOLE "HH1".c. INSTALL NEW UG CONDUIT FROM "HH1" TO NEW GENERATOR.d. PULL-IN NEW FEEDERS READY TO SWITCH-OVER. 8. DISCONNECT TEMPORARY UPSTREAM AND DOWNSTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.9. CONNECT NEW UPSTREAM AND DOWNTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.10. REMOVE REMAINING EQUIPMENT SCHEDULED FOR DEMOLITION.KEYNOTES:GENERAL NOTES:PHASING SEQUENCE:10920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3# E4002PNL-"ETB"38(N)"ATS1"742504HH135041(N)GEN. SET (N)COMMAND CENTER5PB1611303TR-ETBE4011E40121312TR-"ETC"PNL-"EV"2004(N)CONCRETE PAD 91014NEMA 3RDS1ELEC. ROOM174MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1" = 20'-0"E102SITE PLAN -ELECTRICAL RENOVATIONCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1" = 20'-0" SITE PLAN - ELECTRICAL RENOVATION11. NEW STANDBY GENERATOR WITH 72-HR FUEL BELLY TANK IN WEATHERPROOF, SOUND ATTENAUTED ENCLOSURE.2. NEW FEEDER AND CONTROL CABLE IN NEW UG DUCT BANK.3. NEW FEEDER AND CONTROL CABLE IN EXISTING UG DUCT BANK.4. PROVIDE PRECAST UG HANDHOLE 36"L x 24"W x 36"D REINFORCED CONCRETE WITH TRAFFIC RATED BOLT DOWN LID. ENGRAVED WITH "ELECTRIC" SIGN.5. (1) 1"C IN UG DUCT BANK FOR REMOTE ANNUNCIATOR CABLE.6. (2) 1"C IN UG DUCT BANK FOR POWER AND SIGNAL.7. PROVIDE NEW AUTOMATIC TRANSFER SWITCH "ATS1" IN THE SAME LOCATION.8. EXISTING UG CONDUITS TO "ATS2".9. NEW PULL BOX 'PB1'.10. COORDINATE EXACT LOCATION OF REMOTE ANNUNCIATOR WITH OWNER.11. NEW PANELBOARD "EPC".12. NEW NEMA 3R PULLBOX 6" x 6" x 4" DEPTH. EXTEND FEEDER TO DISTRIBUTON BOARD "EDBA".13. NEW NEMA 3R PULL BOX 6" x 6" x 4" DEPTH. EXTEND CONDUIT TO MDF ROOM.14. PROVIDE MUSHROOM HEAD EMERGENCY MANUAL STOP BUTTON.1. ALL EQUIPMENT SHOWN ARE EXISTING UNLESS OTHERWISE NOTED.2. THE CONTRACTOR SHALL VISIT THE SITE SPECIFICALLY INCLUDING ALL AREAS INDICATED ON THE DRAWINGS. HE SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THESE EXISTING CONDITIONS, AND BY SUBMITTING A BID ACCEPTS CONDITIONS UNDER WHICH HE WILL BE REQUIRED TO PERFORM HIS WORK.3. ALL EQUIPMENT, CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, UNDERGROUND CONDUITS, HANDHOLES AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED.4. COORDINATE ALL DEMOLITION WORK WITH FACILITY PERSONNEL BEFORE REMOVING ANY EQUIPMENT TO PREVENT UNNECESSARY LOSS OF POWER IN OCCUPIED SPACES.5. CONTRACTOR TO FIELD VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION.6. ALL BELOW GRADE CIRCUIT SHALL BE MINIMUM OF #10 AWG IN 1"C.7. REFER TO SHEET E001 FOR FEEDER SCHEDULE.KEYNOTES:GENERAL NOTES:10920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3TEMPORARY POWER KEYNOTES:TEMPORARY POWER GENERAL NOTES:A. EXISTING SDG&E TRANSFORMER.B. NEW WALL MOUNTED 400A METER/MAIN.C. NEW PAD MOUNTED 225KVA TRANSFORMER.D. NEW 600A DISTRIBUTION BOARD.E. NEW OFFICE TRAILERS WITH BUILD-IN LOAD CENTER. CONTRACTOR TO PROVIDE FEEDER TO EACH TRAILER. REFER TO SINGLE LINE DETAIL 1/E003 FOR DETAILS.F. NEW WALL MOUNTED 100A METER/MAIN FOR BUILDING TEMPORARY HVAC POWER CONNECTION.G. NEW STORAGE WITH BUILD-IN LOAD CENTER. CONTRACTOR TO PROVIDE FEEDER TO EACH STORAGE LOAD CENTER.H. PROVIDE NEMA 1 30A, 240V, 2P LOAD CENTER WITH (4) 20A, 120V, 1P CIRCUIT BREAKERS.A. UTILITY TEMPORARY SERVICE METER SHALL BE INSTALLED PER THE UTILITY COMPANY REQUIREMENTS. VERIFY FINAL CONSTRUCTION REQUIREMENTS WITH UTILITY COMPANY SERVICE PLANNER.B. CONTACT SDG&E SERVICE PLANNER FOR FURTHER INFORMATION.C. THE CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD CONDITIONS PRIOR TO INSTALLATION OF UTILITY SERVICE TO THE TEMPORARY OFFICE TRAILERS.D. COORDINATE EQUIPMENT LOCATIONS WITH EXISTING CONDITIONS AND NEW WORK.E. PROVIDE TRANSFORMER PAD, MOUNTING SUPPORT FOR PANELBOARDS.F. UTILITY SERVICE INFORMATION SHOWN IS FOR BIDDING PURPOSES ONLY. ACTUAL CONSTRUCTION DOCUMENTS SHALL BE OBTAINED FROM THE APPROPRIATE UTILITY COMPANY REPRESENTATIVE.G. ALL EXTERIOR EQUIPMENT SHALL BE NEMA 3R.# FETRAILER"T11"ETRAILER"T10"ETRAILER"T9"ETRAILER"T7"ETRAILER"T6"EETRAILER"T4"TRAILER"T1"REF & FRZ"T5"UTR-#1AUTR-#2BCD"ODB""TODB""MODB"ETRAILER"T2"ETRAILER"T3"ETRAILER"T8"GGGGGGGGGGGGGGGGGGGGSTORAGE"S1"STORAGE"S2"STORAGE"S3"STORAGE"S4"STORAGE"S5"STORAGE"S6"STORAGE"S7"STORAGE"S8"STORAGE"S9"STORAGE"S10"STORAGE"S11"STORAGE"S12"STORAGE"S13"STORAGE"S14"STORAGE"S15"STORAGE"S16"STORAGE"S17"STORAGE"S18"STORAGE"S19"STORAGE"S20"DS2DS3HAMATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1" = 20'-0"E103SITE PLAN -TEMP. POWERCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3NORHT1" = 20'-0" SITE PLAN - TEMPORARY POWER1TEMPORARY POWER KEYNOTES:TEMPORARY POWER GENERAL NOTES:A. EXISTING SDG&E TRANSFORMER.B. NEW WALL MOUNTED 400A METER/MAIN FOR TEMPORARY OFFICE AND STORAGE.C. NEW PAD MOUNTED 225KVA TRANSFORMER.D. NEW 600A DISTRIBUTION BOARD.E. NEW OFFICE TRAILERS WITH BUILD-IN LOAD CENTER. CONTRACTOR TO PROVIDE FEEDER TO EACH TRAILER. REFER TO SINGLE LINE DETAIL 1/E003 FOR DETAILS.F. NEW WALL MOUNTED 100A METER/MAIN FOR BUILDING TEMPORARY HVAC POWER CONNECTION.G. NEW STORAGE WITH BUILD-IN LOAD CENTER. CONTRACTOR TO PROVIDE FEEDER TO EACH STORAGE LOAD CENTER.H. PROVIDE NEMA 1 30A, 240V, 2P LOAD CENTER WITH (4) 20A, 120V, 1P CIRCUIT BREAKERS.A. UTILITY TEMPORARY SERVICE METER SHALL BE INSTALLED PER THE UTILITY COMPANY REQUIREMENTS. VERIFY FINAL CONSTRUCTION REQUIREMENTS WITH UTILITY COMPANY SERVICE PLANNER.B. CONTACT SDG&E SERVICE PLANNER FOR FURTHER INFORMATION.C. THE CONTRACTOR SHALL INSPECT AND VERIFY ALL FIELD CONDITIONS PRIOR TO INSTALLATION OF UTILITY SERVICE TO THE TEMPORARY OFFICE TRAILERS.D. COORDINATE EQUIPMENT LOCATIONS WITH EXISTING CONDITIONS AND NEW WORK.E. PROVIDE TRANSFORMER PAD, MOUNTING SUPPORT FOR PANELBOARDS.F. UTILITY SERVICE INFORMATION SHOWN IS FOR BIDDING PURPOSES ONLY. ACTUAL CONSTRUCTION DOCUMENTS SHALL BE OBTAINED FROM THE APPROPRIATE UTILITY COMPANY REPRESENTATIVE.G. ALL EXTERIOR EQUIPMENT SHALL BE NEMA 3R. FDFDFDEnter Tag HereJ1234678910111213ABCDEFGHAAINTERVIEWCELLSAFETY CELLHALLWAYMENWOMENENTRYCELLPRISONER INTAKECELLCORRIDORCUST CLOSET512TYP.TYP.EP1B-16EP1B-18EP1B-18P1C-6P1C-19P1C-23P1C-21EP1B-16EP1B-14P1C-2P1C-2EP1B-14P1C-6P1C-8P1C-12P1C-10P1C-8P1C-10P1C-12P1C-8P1C-10P1C-8EP1A-5EP1A-5EP1A-5EP1A-1EP1A-1EP1A-5P1C-12EP1A-5EP1A-3EP1A-3EP1A-3P1C-5P1C-3P1C-3P1C-1P1C-3P1C-5P1C-1P1C-9P1C-7P1C-11P1C-11P1C-9P1C-21P1C-23P1C-19P1C-19P1C-23P1C-21P1C-19EP1B-18P1C-23EP1B-14EP1B-14P1C-15P1C-17EP1B-6P1C-15P1C-13,15P1C-17P1C-13,15P1C-2P1C-6P1C-21P1C-23P1C-19P1C-21P1C-4P1C-4EP1B-18EP1B-16P1C-13EP1B-14EP1A-3P1C-10P1B-12P1B-12P1B-8P1B-12EP1B-2EP1B-6EP1B-4EP1B-6EP1B-2EP1B-4EP1B-6EP1B-2P1C -1,5P1C -3,5EP1B-2,4P1C -3P1C-1P1C -3,5EP1B-4,6P1B-10,8EP1A-3P1B-6P1B-5P1B-7P1B-7P1B-5EP1A-1P1B-12EP1B-4EP1B-2,4AH-13EL1A-7,9,11EL1A-13,15,17EP1A-19EP1A-7P1B-2P1B-6P1B-4P1B-2P1B-4EP1A-7EP1A-7P1B-444(R)EF-7(R)FPH-7(R)FP-7(R)VB-14PROPERTY & EVIDENCE159STORAGE182INTERVIEW ROOM183DRYING ROOM184STORAGE185SALLY PORT181PROPERTY & EVIDENCE159NARCOTICS158BAG TAG156HOMLESS OUTREACH155CST OFFICE153OFFICE154OFFICE152CST151REAR ENTRY122BATTERY CHARGING/ SHOTGUNSTORAGE126COFFEE123BRIEFING121TRAFFIC116TRAFFIC OFFICE115TRAFFIC OFFICE114TRAFFIC OFFICE113PATROL SERGEANT111MEETING ROOM112ELEV EQUIP175ELEV. #1EL01STAIR #1ST01RECORDS109RECORDS SUPERVISOR110WOMENE178LOBBYE175LOBBY101PUBLIC INQUIRY105HALLWAY197WATCH COMMANDER133IDF ROOM 1132WATCH COMM OFFICE134ATRIUM / REPORT WRITING131VEST166MEETING106HALLWAY103CRIME LIVESCAN107TRAFFIC SUPERVISOR108PUBLIC COUNTER104MEN'S LOCKERS164WOMEN'S LOCKERS169MEN'S SHOWERS165MEN'S163PHYSICAL FITNESS161ELEC. ROOM174HALLWAY191WOMEN'S168HALLWAY196ELEV EQUIP172VESTIBULE ROOM199STAIR #2ST02ELEV. #2EL02MECH EQUIP171CRIME ANALYST141MASTER MPOE / MDF ROOM143DISPATCH CENTER144COMM SUPERVISOR145LOUNGE146HALLWAY147MEN149WOMEN148HALLWAY195ELECT.142HALLWAY192EVIDENCE LOCKERS194EVIDENCE157CRIME ANALYST141HALLWAY193INTERVIEW160HALLWAY198HALLWAY195AV ROOM124DRY CLEANING125MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"E201LEVEL 01 -ELECTRICAL DEMOLITIONPLANCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/8" = 1'-0" LEVEL 01 - ELECTRICAL DEMOLITION PLAN1#10920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 31. ALL EXISTING LIGHT FIXTURES WHERE SHOWN INCLUDING LIGHTING CONTROLS WITHIN THIS SPACE ARE TO BE DEMOLISHED. PROTECT EXISTING BRANCH CIRCUIT IN PLACE TO FEED NEW LIGHT FIXTURES. TYPICAL.2. DISCONNECT AND REMOVE EXISTING RECEPTACLE OUTLETS IN DEMOLISHED WALL. PROTECT EXISTING BRANCH CIRCUIT IN PLACE TO FEED NEW RECEPTACLE OUTLETS. TYPICAL.3. REMOVE EXISTING AH-1 DISCONNECT SWITCH, EXISTING FEEDER TO REMAIN. PROTECT IN PLACE FOR RECONNECTION TO NEW DISCONNECT SWITCH.4. REMOVE EXISTING ELEVATOR DISCONNECT SWITCH, EXISTING FEEDER TO REMAIN.KEYNOTES:GENERAL NOTES:1. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING EQUIPMENT AND IS NOT INTENDED TO REPRESENT "AS-BUILT" CONDITION. GENERAL CONTRACTOR IS REQUIRED TO VISIT THE SITE AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITION WHEN BIDDING THE WORK.2. REMOVE ELECTRICAL EQUIPMENT IN THEIR ENTIRETY WHERE NECESSARY OR CALLED FOR THROUGHOUT THE SCOPE OF WORK.3. EQUIPMENT TO BE REMOVED SHALL INCLUDE ALL CONDUIT, WIRING AND APPURTENANCES BACK TO THE PANELBOARD OR EXISTING DEVICE TO REMAIN, UNLESS OTHERWISE NOTE.4. DISCONNECT AND REMOVE POWER TO ALL PLUMBING AND MECHANICAL EQUIPMENT TO BE DEMOLISHED. SEE PLUMBING AND MECHANICAL DEMOLITION PLANS FOR DETAILS.5. ALL LOW VOLTAGE EQUIPMENT/DEVICES: FIRE ALARM, SECURITY, TEL/DATA, NURSE CALL, SOUND, PAGING SYSTEMS, ETC SHALL BE PROTECTED TO REMAIN.EPL1C-3EPL1C-3EPL1C-3EPL1C-3 10111213JKL141516AV EQUIP.E186MEETING ROOME185MEETING ROOME184EMERGENCY OPERATING CENTER(E.O.C.)E183HALLWAYE176OFFICEE180MENE179VEST.E177WOMENE178STORAGEE182HALLWAYE181ELECT.E188CUST.E187LOBBYE175HALLWAYE176HALLWAYE172RECORDS SUPERVISOR1101TYP.EL1C-1EL1C-1EL1C-1EL1C-1 EL1C-1EL1C-1EL1C-1EL1C-1EL1C-1EL1C-1EL1C-1EL1C-3EL1C-3EL1C-3 EL1C-3 EL1C-3EL1C-3EL1C-3EL1C-3EL1C-3EL1C-3 EL1C-3EL1C-3 EL1C-3EL1C-3EL1C-3EL1C-3EL1C-3EL1C-3EL1C-3EL1C-3EL1C-3EL1C-14 EL1C-14EL1C-14EL1C-14EL1C-14EL1C-14EL1C-14EL1C-14EL1C-14EL1C-14EL1C-14EL1C-14EPU1C-1EPU1C-1EPU1C-1EL1C-14EL1C-14EL1C-14EL1C-14EL1C-14EL1C-14EP1C-25 EP1C-25 EP1C-25EP1C-27EP1C-27 EP1C-27EP1C-27 EP1C-27 EP1C-27EP1C-24EP1C-24EL1C-1EL1C-1EL1C-1EL1C-1EL1C-1EL1C-1EL1C-1EL1C-1EL1C-1EL1C-1EL1C-1EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-5EL1C-510111213JKL1415161111AC-1AC-2AC-3AC-4L1B-1,3,5L1B-7,9,11L1B-2,4,6EL1C-13,15,17MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"E201.1LEVEL 01 -ELECTRICAL EOCDEMOLITION PLANSCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 31 04.14.21 CONSTRUCTION CHANGE 01NORHT1/8" = 1'-0" LEVEL 01 EOC - ELECTRICAL DEMOLITION PLAN1NORHT1/8" = 1'-0" ROOF PLAN EOC - ELECTRUICAL DEMOLITION PLAN2#1. DISCONNECT POWER AND REMOVE EXISTING ELECTRICAL EQUIPMENT SERVING THIS MECHANICAL UNIT. SECURE AND PROTECT EXISTING FEEDER TO REMAIN, UNLESS NOTED OTHERWISE. TYPICAL.KEYNOTES:GENERAL NOTES:1. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING EQUIPMENT AND IS NOT INTENDED TO REPRESENT "AS-BUILT" CONDITION. GENERAL CONTRACTOR IS REQUIRED TO VISIT THE SITE AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITION WHEN BIDDING THE WORK.2. REMOVE ELECTRICAL EQUIPMENT IN THEIR ENTIRETY WHERE NECESSARY OR CALLED FOR THROUGHOUT THE SCOPE OF WORK.3. EQUIPMENT TO BE REMOVED SHALL INCLUDE ALL CONDUIT, WIRING AND APPURTENANCES BACK TO THE PANELBOARD OR EXISTING DEVICE TO REMAIN, UNLESS OTHERWISE NOTE.4. DISCONNECT AND REMOVE POWER TO ALL PLUMBING AND MECHANICAL EQUIPMENT TO BE DEMOLISHED. SEE PLUMBING AND MECHANICAL DEMOLITION PLANS FOR DETAILS.#1. ALL EXISTING LIGHT FIXTURES WHERE SHOWN INCLUDING LIGHTING CONTROLS WITHIN THIS SPACE ARE TO BE DEMOLISHED. PROTECT EXISTING BRANCH CIRCUIT IN PLACE TO FEED NEW LIGHT FIXTURES. TYPICAL.KEYNOTES:GENERAL NOTES:1. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING EQUIPMENT AND IS NOT INTENDED TO REPRESENT "AS-BUILT" CONDITION. GENERAL CONTRACTOR IS REQUIRED TO VISIT THE SITE AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITION WHEN BIDDING THE WORK.2. REMOVE ELECTRICAL EQUIPMENT IN THEIR ENTIRETY WHERE NECESSARY OR CALLED FOR THROUGHOUT THE SCOPE OF WORK.3. EQUIPMENT TO BE REMOVED SHALL INCLUDE ALL CONDUIT, WIRING AND APPURTENANCES BACK TO THE PANELBOARD OR EXISTING DEVICE TO REMAIN, UNLESS OTHERWISE NOTE.4. DISCONNECT AND REMOVE POWER TO ALL PLUMBING AND MECHANICAL EQUIPMENT TO BE DEMOLISHED. SEE PLUMBING AND MECHANICAL DEMOLITION PLANS FOR DETAILS.5. ALL LOW VOLTAGE EQUIPMENT/DEVICES: FIRE ALARM, SECURITY, TEL/DATA, NURSE CALL, SOUND, PAGING SYSTEMS, ETC SHALL BE PROTECTED TO REMAIN.1 FDFDFDJ1234678910111213ABCDEFGHAA51TYP.2TYP.P2B-7P2B-9P2B-15P2B-17EP2A-14EP2A-16EP2A-16EP2A-18P2B-17P2B-4,6EP2A-13EP2A-17P2B-4P2B-4P2B-2P2B-16P2B-2EP2A-13EP2A-17P2B-6P2B-2P2B-4P2B-18EP2A-13P2B-16P2B-18EP2A-11P2A-10P2A-8P2A-10P2A-8P2A-8P2A-12P2A-12EP2A-7EP2A-9P2A-10EP2A-11P2A-2P2A-6P2A-19P2A-21P2A-23P2A-6P2A-22EP2A-1P2A-4EP2A-1P2A-2P2A-17EP2A-9EP2A-9P2B-8P2A-1EP2A-4P2A-1EP2A-2P2A-5P2A-1P2A-3P2A-3EP2A-6EP2A-4P2A-5P2A-1P2A-3P2A-3P2A-5P2A-7P2A-7P2A-11P2A-9P2A-9EP2A-6P2A-7EP2A-4EP2A-7EP2A-11EP2A-9P2A-7P2B-10P2B-12P2B-8EP2A-13P2A-9,11EP2A-10EP2A-12EP2A-8EP2A-12EP2A-12EP2A-14EP2A-18EP2A-18EP2A-16P2B-11EP2A-18P2B-53AH-2EL2A-7,9,11EL2A-8,10,12EP2A-37EP2A-8 EP2A-10 EP2A-12 EP2A-8 EP2A-10 EP2A-12 EP2A-8(R)FC-3A(R)FC-3(R)FC-2EP2A-33EP2A-31(R)VBH-55(R)VBH-57(R)VBH-56(R)VBH-51(R)VBH-54(R)VBH-6344CSI225CLEAN OFFICE251ALS ROOM224IN-PROCESS EVID./STOR.223JANITOR OFFICE222MECHANICAL EQUIP.221HALLWAY262TRAINING COORDINATOR'S OFFICE252CLEAN OFFICE251ROOF TERRACE246HALLWAY269OFFICE254OFFICE253MEN232WORKROOM / IDF ROOM237TECH SERVICE CAPTAIN255LIEUT.256FIELD SERVICE CAPT.257ADMIN ASSIST.258OFFICE260IDF ROOM 2259ADMIN CSO241STORAGE242JANITOR243RES. ASSIST.240IT MEETING239IT OFFICE238JANITOR233CORRIDOR263ELEV. #2EL02VEST.268STAIR #2ST02ELEC. ROOM207OFFICE206SGT. OFFICE205SGT. OFFICE204INVESTIGATIVE SERVICES201VICE / NARCOTICS202INTERVIEW203VEST.234WOMEN235HALLWAY264HALLWAY265LOUNGE244CONFERENCE ROOM245SECRETARY282CONFERENCE288FIRE CHIEF283CLOSET284COFFEE286STOR.287HALLWAY293MEN292SECRETARY291POLICE CHIEF289FIRE ADMIN280FIRE DIV. CHEIF281CLERICAL278STAIR #1ST01EMPTY275EMS MGR276FIRE ANALYST277STORAGE274HALLWAY273HALLWAY267EOC DIRECTOR271JUVENILE SERVICES SERGEANT211CRIME OF VIOLENCE210FIRE TRAINING OFFICER272OFFICE209INTERVIEW212HALLWAY266INTERVIEW213MAILROOM214OFFICE208HALLWAY264CLERICAL POOL261WORK REPRO294WOMEN285CLOSET290MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"E202LEVEL 02 -ELECTRICAL DEMOLITIONPLANCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/8" = 1'-0" LEVEL 02 - ELECTRICAL DEMOLITION PLAN110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 31. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING EQUIPMENT AND IS NOT INTENDED TO REPRESENT "AS-BUILT" CONDITION. GENERAL CONTRACTOR IS REQUIRED TO VISIT THE SITE AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITION WHEN BIDDING THE WORK.2. REMOVE ELECTRICAL EQUIPMENT IN THEIR ENTIRETY WHERE NECESSARY OR CALLED FOR THROUGHOUT THE SCOPE OF WORK.3. EQUIPMENT TO BE REMOVED SHALL INCLUDE ALL CONDUIT, WIRING AND APPURTENANCES BACK TO THE PANELBOARD OR EXISTING DEVICE TO REMAIN, UNLESS OTHERWISE NOTE.4. DISCONNECT AND REMOVE POWER TO ALL PLUMBING AND MECHANICAL EQUIPMENT TO BE DEMOLISHED. SEE PLUMBING AND MECHANICAL DEMOLITION PLANS FOR DETAILS.5. ALL LOW VOLTAGE EQUIPMENT/DEVICES: FIRE ALARM, SECURITY, TEL/DATA, SOUND, PAGING SYSTEMS, ETC SHALL BE PROTECTED TO REMAIN.#1. ALL EXISTING LIGHT FIXTURES WHERE SHOWN INCLUDING LIGHTING CONTROLS WITHIN THIS SPACE ARE TO BE DEMOLISHED. PROTECT EXISTING BRANCH CIRCUIT IN PLACE TO FEED NEW LIGHT FIXTURES. TYPICAL.2. DISCONNECT AND REMOVE EXISTING RECEPTACLE OUTLETS IN DEMOLISHED WALL. PROTECT EXISTING BRANCH CIRCUIT IN PLACE TO FEED NEW RECEPTACLE OUTLETS. TYPICAL.3. REMOVE EXISTING AH-2 DISCONNECT SWITCH, EXISTING FEEDER TO REMAIN. PROTECT IN PLACE FOR RECONNECTION TO NEW DISCONNECT SWITCH.4. DISCONNECT AND REMOVE EXISTING DISCONNECT SWITCH, PROTECT EXISTING CIRCUIT IN PLACE.KEYNOTES:GENERAL NOTES: 1234678910111213ABCDEFGHAA51111113131122222222222222EF-13EF-2EF-15EF-4EF-3EF-14EF-8EF-17EF-1EF-12EF-6EP2A-31EP2A-29EP2A-25EP2A-25EL2A-13,15,17EP2A-30EP2A-26EP2A-26EP2A-26EP2A-28EL2A-14,16,18MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO.DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"E203ROOF -ELECTRICAL DEMOLITION PLANCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/8" = 1'-0" ROOF - ELECTRICAL DEMOLITION PLAN110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3GENERAL NOTES:1. DEMOLITION PLAN SHOWS APPROXIMATE LAYOUT OF EXISTING EQUIPMENT AND IS NOT INTENDED TO REPRESENT "AS-BUILT" CONDITION. GENERAL CONTRACTOR IS REQUIRED TO VISIT THE SITE AND OTHERWISE BECOME FAMILIAR WITH ACTUAL CONDITION WHEN BIDDING THE WORK.2. REMOVE ELECTRICAL EQUIPMENT IN THEIR ENTIRETY WHERE NECESSARY OR CALLED FOR THROUGHOUT THE SCOPE OF WORK.3. EQUIPMENT TO BE REMOVED SHALL INCLUDE ALL CONDUIT, WIRING AND APPURTENANCES BACK TO THE PANELBOARD OR EXISTING DEVICE TO REMAIN, UNLESS OTHERWISE NOTE.4. DISCONNECT AND REMOVE POWER TO ALL PLUMBING AND MECHANICAL EQUIPMENT TO BE DEMOLISHED. SEE PLUMBING AND MECHANICAL DEMOLITION PLANS FOR DETAILS.5. ALL LOW VOLTAGE EQUIPMENT/DEVICES: FIRE ALARM, SECURITY, TEL/DATA, SOUND, PAGING SYSTEMS, ETC SHALL BE PROTECTED TO REMAIN.KEYNOTES:1. DISCONNECT POWER AND REMOVE EXISTING ELECTRICAL EQUIPMENT SERVING THIS MECHANICAL UNIT. SECURE AND PROTECT EXISTING FEEDER TO REMAIN, UNLESS NOTED OTHERWISE. TYPICAL.2. EXISTING EQUIPMENT TO REMAIN.3. REMOVE EXISTING EQUIPMENT INCLUDING FEEDER BACK TO SOURCE.# FFFFFFFFHDHDFFFFFFFFOC4B 4B 4B4B 4BDM2B2BDMOCOCOCOCOCOCOCOC2BOCOCOCOCOCOC2B2B10111213JKL141516MEETING ROOME185MEETING ROOME184EMERGENCY OPERATING CENTER(E.O.C.)E183STORAGEE182HALLWAYE181OFFICEE180MENE179LOBBYE175CUST.E187AV EQUIP.E186ELECT.E188WOMENE178VEST.E177HALLWAYE172RECORDS SUPERVISOR110HALLWAYE176PNL-"EPU1C"PNL-"EP1C"PNL-"EL1C"PNL-"L1B"TR-"ET1C"1TYP.EP1C - 8EP1C-10EP1C - 10EP1C - 32EP1C - 34EP1C - 36EP1C - 38EP1C - 40EP1C - 42EP1C - 41EP1C - 39EP1C - 35EP1C - 37210111213JKL141516EMERGENCY OPERATING CENTER(E.O.C.)E183MEETING ROOME184MEETING ROOME185AV EQUIP.E186ELECT.E188CUST.E187LOBBYE175VEST.E177MENE179OFFICEE180HALLWAYE181STORAGEE182WOMENE178HALLWAYE172RECORDS SUPERVISOR110HALLWAYE176F3EPU1C1F3EL1C1F3EPU1C1F3EL1C1F3EL1C1F3EPU1C1F3EL1C1F3EL1C1F3EPU1C1F3EL1C1F3EPU1C1F3EL1C1F1/EPU1C -1/aF1/EL1C -1/aF1/EL1C -1/aF1/EL1C -1/aF1/EPU1C -1/aF1/EL1C -1/aF1/EPU1C -1/aF1/EL1C -5/aF1/EL1C -5/aF1/EL1C -5/a F1/EL1C -5/a F1/EL1C -5/aF1/EL1C -5/a F1/EL1C -5/a F1/EPU1C -1/aF1/EL1C -5/a F1/EL1C -5/a F1/EL1C -5/aF1/EPU1C -1/a F1/EL1C -5/a F1/EL1C -5/aF1/EL1C -5/a F1/EL1C -5/a F1/EL1C -5/aF1/EL1C -5/a F1/EL1C -5/a F1/EPU1C -1/aF1/EL1C -5/a F1/EL1C -5/a F1/EL1C -5/aF1/EL1C -1/aF1/EL1C -1/aF1/EL1C -1/a F1/EL1C -1/aF1/EL1C -1/a F1/EL1C -1/aF23EP1C24F23EP1C24F23EP1C24F1/EL1C -3F1/EL1C -3F1/EL1C -3 F1/EL1C -3F2/EL1C -3F2/EL1C -3F2/EL1C -3F2/EL1C -3F2/EL1C -3F2/EL1C -3F2EL1C3F2EL1C3F2EL1C3F2/EL1C -3F2EL1C3F2EL1C3F2EL1C3F2EL1C3F2EL1C3F9AEP1C25bF9AEP1C25bF9AEP1C25bF9AEP1C27bF9AEP1C27bF9AEP1C27bF9AEP1C27bF9AEP1C27bF9AEP1C27bF2/EL1C -1F2/EL1C -1F2/EL1C -11TYP.2TYP.F1/EL1C -1(6)abababab abKKX1EPU1C1X1EPU1C1X1EPU1C1X1EPU1C1X1EPU1C1X1EPU1C1X1EPU1C1X1EPU1C1MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"E203.1LEVEL 01 -ELECTRICAL EOCRENOVATION PLANSCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 31 04.14.21 CONSTRUCTION CHANGE 01NORHT1/8" = 1'-0" LEVEL 01 EOC - ELECTRICAL RENOVAYTION PLAN2NORHT1/8" = 1'-0" LEVEL 01 EOC - LIGHTING RENOVAYTION PLAN1#1. PROVIDE POWER/DATA WALL FURNITURE FEED. INSTALL THIS WALL FUNITURE FEED PRIOR DEMOLITION START AT THE MAIN BUILDING. COORDINATE WITH FURNITURE PROVIDER EXACT LOCATION, TYPICAL. SEE DETAIL ON E501/6.2. PROVIDE 20A, 1P, 120V CIRCUIT BREAKER IN PANEL "EP1C" SPACE AS INDICATED ON CIRCUIT.KEYNOTES:GENERAL NOTES:1. ALL EQUIPMENT ARE NEW UNLESS NOTED OTHERWISE.2. LABEL ALL DEVICES AND EQUIPMENT CONNECTIONS WITH CIRCUIT NUMBER AND PANEL.3. ALL CONDUCTORS RATED 600V OR 250V SHALL HAVE 'THW', 'THHN' OR 'THWN' INSULATION WITH EMT CONDUIT. UNLESS NOTED OTHERWISE.4. CONTRACTOR TO PROVIDE POWER TO ALL NEW VAV BOXES, CONNECT TO NEAREST EXISTING VAV. COORDINATE LOCATIONS WITH MECHANICAL.5. GFI RECEPTACLE SERVING DRINKING FOUNTAIN, VENDING MACHINE AND REFRIGERATOR SHALL BE READILY ACCESSIBLE.6. WHERE NEW CIRCUITS ARE ADDED TO EXISTING PANELBOARDS AND NO AVAILABLE SPARE, THE CONTRACTOR SHALL PROVIDE NEW CIRCUIT BREAKERS MINIMUM OF 20A.1. USE EXISTING LIGHT CIRCUIT SERVING LIGHTS AT THIS LOCATION, EXTEND EXISTING CIRCUIT TO NEW LIGHT FIXTURE OR REWIRE TO TO NEW FIXTURE AS NEEDED. TYPICAL.2. NEW LOW VOLTAGE SWITCH, PROVIDE CONTROL WIRING TO CONTROLLED LIGHT FIXTURE AS REQUIRED. TYPICAL.1. WALL MOUNTED OCCUPANCY SWITCHES SHALL BE MANUAL ON, AUTOMATIC OFF.2. ALL MOTION SENSORS SHALL BE PROGRAMMED PER CALIFORNIA TITLE 24, SECTION 130..3. ALL EQUIPMENT, CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED.4. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHT FIXTURES. CONTRACTOR SHALL VERIFY CEILING TYPE WITH ARCHITECTURAL CEILING PLANS PRIOR TO PURCHASING OR FIXTURE ROUGH-IN.5. SHADING INDICATES EMERGENCY FIXTURE.6. THE CONTRACTOR SHALL PROVIDE CIRCUIT WIRING, RELAYS AND CONTROLS AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM.7. NEW LIGHTING FIXTURES AND WIRING DEICES MAY DIFFER IN PHYSICAL SIZE THAN THE EXISTING, CONTRACTOR TO EITHER CUT OR PATCH EXISTING CEILING OR WALL TO ACCOMMODATE NEW FIXTURE OR DEVICE.KEYNOTES:GENERAL NOTES:#1 CO2CO2Enter Tag HereFLO/SSMFLO/SSMFLO/SSMFLO/SSMFLO/SSMFLO/SSMFLO/SSMFLO/SSM111111JFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFF FFFF FFFFFFFFFFJBLTJPBPBPBPBJHDHDFFFFmmmSFDSFDSFDSFDSFDSFDSFDmm1234678910111213ABCDEFGHAAJINTERVIEWCELLSAFETY CELLHALLWAYMENWOMENENTRYCELLCUST CLOSETPRISONER INTAKECELLCORRIDOR5PNL-"P1B"PNL-"EP1A"TR-"ET1A"TR-"TDBA"PNL-"EL1A"DP-"DBA"DP-"EDBA"DP-"EPU1B"DP-"EPU1A"CLOCKM. CLOCKPNLPNL-"L1A"(N)"ATS1"SB-"MSDA"PNL-"EP1B"TR-"ET1B"EP1A-3TV+86"COPIERVENDINE MACHINEVENDINE MACHINEICE MAKERRANGEFRIDGEGDPNL-"P1C"PNL-"EP1D"PNL-"P1D"1P1C - 42P1C - 41P1C - 38P1C - 36P1C - 34P1C - 322TYP.EP1D - 1,3P1D -2,4,6P1D - 8,10EP1D - 5P1D-6 P1D-2P1D-4P1D -25,27P1D -21,23P1D -17,19P1D -13,15P1D - 7P1D - 5P1D - 3P1D - 1P1D - 29P1D - 31P1D - 33P1D -16,18P1D -20,22P1D - 9,11P1D -12,14EP1D - 7EP1D - 9P1D - 24P1D - 36P1D - 30ICE DISPENSER& FOUNTAIN13P1C-8P1C-10P1C-21P1C-23P1C-19P1C-14P1C-21EP1B-18P1C-23EP1B-14P1C-15P1C-17EP1B-6P1C-15P1C-15P1C-13P1C-2P1C-6P1C-21P1C-23P1C-19P1C-21P1C-4P1C-4EP1B-18EP1B-16P1C-13EP1B-14EP1A-3P1C-10P1B-12P1B-12P1B-8P1B-12EP1B-4EP1B-6EP1B-2EP1B-4EP1B-6P1C -1P1C -3P1C -5EP1B-4P1B-10,8EP1A-3P1B-6P1B-5P1B-7P1B-7P1B-5EP1A-1P1B-12EP1B-4DS2CRAC 1CRAC-2EP1D -2,4,6EP1D -8,10,12FC-7FC-8FC-6FC-104444P2D-11,13P2D-2,4EP2B-7,9P2D-6,8(N)VBH(N)VBH(N)VBH(N)VBH7TYP.8AH-18SUPPLYRETURNEL1A-7,9,11EL1A-13,15,17EP1A-196665EP1B 4P1C 511P1C 3P1C 31EP1B-2(N)VBH(N)VBH(N)VBH(N)VBHEP1B 6EP1B 61(N)VBH(N)VAVP1D -38,402P1D - 42P1D-42P1D-42CODE BLUEEP1B-2EP1B-14EP1B-14P1C-23 P1C-2311P1C-14P1C-14P1C-141P1C-21P1C-211P1C-6P1C-61P1C-19P1C-19P1C-19P1C-191EP1A-5EP1A-3P1C-10EP1A-1EP1A-1111EP1A-1 EP1A-11999910EP1D - 20EP1D - 22P1C-8TYP.3TYP.3TYP.P1C-12 P1C-12P1C-12P1B-71+66"EP1A-5P1C-8P1C-12P1C-10P1C-12P1C-8+66"EP1C-6EP1C-4EP1C-4+66"TYP.P1C-21+66"P1D - 35P1D - 37P1D-37P1D-37P1D-37P1D-35P1D-35P1D-35+66"P1C-23+66"TYP.P1B-11P1D -39,41P1D -43,45EP1D - 24P1B-2P1B-6P1B-4P1B-2P1B-4EP1A-7EP1A-7P1B-4P1B-411111ELEV #2ELEV #11TYP.+42"+42"+42"P1C - 4012TYP.+18"+18"+18"(E)XFMRDS3WOMEN'S LOCKERS169STORAGE182MECH EQUIP171ELEV EQUIP172ELEC. ROOM174PHYSICAL FITNESS161MEN'S163MEN'S LOCKERS164VEST166TRAFFIC SUPERVISOR108SALLY PORT181PROPERTY & EVIDENCE159EVIDENCE157NARCOTICS158HOMLESS OUTREACH155DISPATCH CENTER144MASTER MPOE / MDF ROOM143COMM SUPERVISOR145CRIME ANALYST141WOMEN148MEN149BATTERY CHARGING/ SHOTGUNSTORAGE126COFFEE123REAR ENTRY122DRY CLEANING125TRAFFIC116ELEV EQUIP175ELEV. #1EL01METER ROOM173VESTIBULE167VESTIBULE162VESTIBULE ROOM199RECORDS SUPERVISOR110EVIDENCE LOCKERS194STAIR #1ST01ELEV. #2EL02WOMEN'S168CST151OFFICE154PUBLIC COUNTER104ENTRY VESTIBULE102WATCH COMMANDER133LOBBY101BRIEFING121TRAFFIC OFFICE114TRAFFIC OFFICE115PATROL SERGEANT111MEETING ROOM112RECORDS109LOUNGE146ELECT.142HALLWAY192WOMEN'S SHOWERS170MEN'S SHOWERS165HALLWAY191HALLWAY193HALLWAY195HALLWAY196OFFICE152DRYING ROOM184STORAGE185MEETING106HALLWAY103CRIME LIVESCAN107PUBLIC INQUIRY105BAG TAG156WATCH COMM OFFICE134STAIR #2ST02INTERVIEW160HALLWAY197INTERVIEW ROOM183CST OFFICE153TRAFFIC OFFICE113ATRIUM / REPORT WRITING131HALLWAY147AV ROOM124IDF ROOM 1132HALLWAY198ENTRY VESTIBULE179LOBBYE175WOMENE178EP1B-16P1C-19EP1B-14EF-26VAV-DRVBH-DRP1B - 29P1B-29P1B-29EP1A - 21EP1A-21EP1A-21EP1A-21EP1A-21EP1A-21(N)VBHEP1A-211111111EP1B-34EP1B - 34CPCP11MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"E204LEVEL 01 -ELECTRICAL RENOVATIONPLANCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/8" = 1'-0" LEVEL 01 - ELECTRICAL RENOVATION PLAN110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3#1. CONNECT NEW RECEPTACLE OUTLET TO EXISTING RECEPTACLE CIRCUIT. TYPICAL.2. PROVIDE POWER/DATA FLOOR FURNITURE FEED. COORDINATE WITH FURNITURE PROVIDER EXACT LOCATION, TYPICAL. SEE DETAIL ON E501/1.3. PROVIDE POWER/DATA WALL FURNITURE FEED. COORDINATE WITH FURNITURE PROVIDER EXACT LOCATION, TYPICAL. SEE DETAIL ON E501/6.4. NEMA 1 30A, 2P, 600V FUSED DISCONNECT SWITCH (INTEGRAL PART OF EQUIPMENT). FAN COIL IS POWERED BY ITS CONDENSING UNIT ON ROOF.5. PROVIDE NEMA 1 30A, 3P, 600V FUSED DISCONNECT SWITCH.6. PROVIDE NEMA 1 60A, 3P, 600V FUSED DISCONNECT SWITCH.7. USE EXISTING VAV CIRCUIT SERVING THIS LOCATION. INTERCEPT AND EXTEND EXISTING CONDUIT AND CIRCUIT WIRES TO NEW VAV AS NEEDED, TYPICAL.8. RECONNECT EXISTING FEEDER TO NEW AH-1 DISCONNECT SWITCH AND CONTROL.9. PROVIDE 3/4"C TO DOOR CONTROLLER.10. J-BOX FOR POWER CONNECTION TO DOOR CONTROLLER.11. PROVIDE NEW DICONNECT SWITCH AND RECONNECT EXISTING FEEDER. REFER SINGLE LINE SHEET E002 FOR DETAILS12. PROVIDE TAMPER-RESISTANT, ISOLATED GROUND SURGE PROTECTIVE RECEPTACLE 20A, 120V. TYPICAL.KEYNOTES:GENERAL NOTES:1. ALL EQUIPMENT ARE NEW UNLESS NOTED OTHERWISE.2. LABEL ALL DEVICES AND EQUIPMENT CONNECTIONS WITH CIRCUIT NUMBER AND PANEL.3. ALL CONDUCTORS RATED 600V OR 250V SHALL HAVE 'THW', 'THHN' OR 'THWN' INSULATION WITH EMT CONDUIT. UNLESS NOTED OTHERWISE.4. ALL FUSES SHALL BE CURRENT LIMITING CLASS RK1, TYPE LPS-RK-SP. (FAST ACTION 600V), OR CLASS RK1, TYPE LPN-RK-SP (FAST ACTION 250V).5. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND ALL APPROPRIATE DISCIPLINES.6. THE CONTRACTOR SHALL REVIEW EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PROVIDE FUSE SIZES AS INDICATED, RELAYS, CONNECTIONS OR OTHER RELATED WORK TO COMPLETE THE ELECTRICAL SYSTEM.7. ALL AHU VFD (5KAIC RATED) PROVIDED BY MECHANICAL INSTALLED BY ELECTRICAL.8. CONTRACTOR TO PROVIDE POWER TO ALL NEW VAV BOXES, CONNECT TO NEAREST EXISTING VAV. COORDINATE LOCATIONS WITH MECHANICAL.9. GFI RECEPTACLE SERVING DRINKING FOUNTAIN, VENDING MACHINE AND REFRIGERATOR SHALL BE READILY ACCESSIBLE.10. EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R.11. WHERE NEW CIRCUITS ARE ADDED TO EXISTING PANELBOARDS AND NO AVAILABLE SPARE, THE CONTRACTOR SHALL PROVIDE NEW CIRCUIT BREAKERS MINIMUM OF 20A.1 04.14.21 CONSTRUCTION CHANGE 01 10111213JKL14151611112222AC-1AC-2AC-3AC-4EL1C-13,15,17L1B-2,4,6L1B-7,9,11L1B-1,3,5MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"E204.1ROOF PLAN -ELECTRICAL EOCRENOVATION PLANCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 31 04.14.21 CONSTRUCTION CHANGE 01NORHT1/8" = 1'-0" ROOF PLAN EOC - ELECTRICAL RENOVATION11. PROVIDE NEMA 3R 30A, 3P, 600V FUSED DISCONNECT SWITCH.2. RECONNECT EXISTING CIRCUIT TO NEW HVAC EQUIPMENT, EXTEND EXISTING CONDUIT AND WIRE TO NEW EQUIPMENT FEED AS NEEDED. TYPICAL.1. ALL EQUIPMENT ARE NEW UNLESS NOTED OTHERWISE.2. LABEL ALL DEVICES AND EQUIPMENT CONNECTIONS WITH CIRCUIT NUMBER AND PANEL.3. ALL CONDUCTORS RATED 600V OR 250V SHALL HAVE 'THW', 'THHN' OR 'THWN' INSULATION WITH EMT CONDUIT. UNLESS NOTED OTHERWISE.4. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND ALL APPROPRIATE DISCIPLINES.5. THE CONTRACTOR SHALL REVIEW EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PROVIDE FUSE SIZES AS INDICATED, RELAYS, CONNECTIONS OR OTHER RELATED WORK TO COMPLETE THE ELECTRICAL SYSTEM.6. EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R.KEYNOTES:GENERAL NOTES:#1 FDFDFDPFCO2CO2Enter Tag HereJJJ1FFHDHDFFFFFFSFDSFDSFDSFDSFDSFDmmJm1234678910111213ABCDEFGHAA5PNL - "L2A"PNL - "P2A"PNL - "EP2A"TR - "ET2A"PNL - "EL2A"DP-"EPU2"PNL - "P2B"GARBAGE DISPOSALFRIDGE2P2A-41P2A-41P2A-41P2A-41P2A -36,38P2A-383P2A -40,4250B1P2A-36P2A - 41EP2B - 1P2A-41TR - "TP2D"PNL - "P2C"PNL - "P2D"P2B-7P2B-9P2B-15P2B-17EP2A-14EP2A-16EP2A-16EP2A-18P2B-17P2B-4,6EP2A-13EP2A-17P2B-4P2B-4P2B-2P2B-16P2B-2EP2A-13EP2A-17P2B-6P2B-2P2B-4P2B-18 EP2A-13P2B-16P2B-18EP2A-11P2A-10P2A-8P2A-10P2A-8P2A-8P2A-12P2A-12EP2A-7EP2A-9P2A-10P2A-4P2A-2P2A-17EP2A-9EP2A-9P2B-8P2A-1EP2A-4P2A-1EP2A-2P2A-5P2A-1 P2A-3P2A-3EP2A-6P2A-7P2A-7P2A-11P2A-9EP2A-6EP2A-7EP2A-13P2A-9,11EP2A-10 EP2A-12EP2A-8EP2A-12EP2A-12EP2A-14EP2A-18EP2A-18EP2A-16P2B-11EP2A-18P2B-5PNL - "EP2B"AH-288EL2A-8,10,12EL2A-7,9,11SUPPLYRETURNEP2A-3765FC-94EP2B-3,5FC-5P2D-7,94FC-7P2D-11,134FC-6P2D-6,84(N)VBH7P2D - 12P2D - 229P2D -24,26,28EP2A-1211EP2A-14EP2A-8 EP2A-10 EP2A-12 EP2A-8 EP2A-10 EP2A-12 EP2A-8EP2A-5EP2A-3EP2B - 8P2B-18P2B-14P2B-16EP2A-17+66"1EP2A-17P2B-4+66"1+66"+66"P2B-171P2B-10P2B-10+66"11TYP.P2A-1P2A-1P2A-1P2A-3P2A-3P2A-31TYP.P2A-5 P2A-5P2A-7P2A-7P2D - 33P2D -29,31P2D -25,27TR - "TPV"11EP2A-11EP2A-11DS4EP2B - 10EP2B-10 EP2B-10EP2B-10EP2B-10EP2B-10FC-114TRAINING COORDINATOR'S OFFICE252TECH SERVICE CAPTAIN255LIEUT.256FIELD SERVICE CAPT.257ADMIN ASSIST.258SECRETARY291POLICE CHIEF289CONFERENCE288FIRE CHIEF283FIRE DIV. CHEIF281FIRE ANALYST277EMS MGR276EMPTY275CRIME OF VIOLENCE210OFFICE209MAILROOM214INTERVIEW213INTERVIEW212JUVENILE SERVICES SERGEANT211EOC DIRECTOR271SGT. OFFICE204OFFICE206ELEC. ROOM207VICE / NARCOTICS202MECHANICAL EQUIP.221IN-PROCESS EVID./STOR.223JANITOR233MEN232WORKROOM / IDF ROOM237WOMEN235WOMEN285SECRETARY282CLOSET290COFFEE286STOR.287CLOSET284FIRE ADMIN280CLERICAL278STORAGE274STORAGE279FIRE TRAINING OFFICER272WORK REPRO294MEN292ELEV. #1EL01STAIR #1ST01ELEV. #2EL02CSI225HALLWAY273HALLWAY215VEST.268HALLWAY264RES. ASSIST.240CONFERENCE ROOM245SGT. OFFICE205OFFICE254CLEAN OFFICE251IT OFFICE238IT MEETING239HALLWAY262ADMIN CSO241ALS ROOM224HALLWAY293LOUNGE244OFFICE253CLERICAL POOL261OFFICE208STAIR #2ST02ROOF TERRACE246STORAGE242JANITOR243INVESTIGATIVE SERVICES201OFFICE260INTERVIEW203JANITOR OFFICE222VEST.234VEST.231IDF ROOM 2259CORRIDOR263HALLWAY265HALLWAY266HALLWAY267HALLWAY269(N)VBH7TYP.FC-2FC-3EP2A-31 EP2A-3310EP2B-11,13111111INVESTIGATIVE SERVICES201CPCPP2D - 3011MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"E205LEVEL 02 -ELECTRICAL RENOVATIONPLANCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/8" = 1'-0" LEVEL 02 - ELECTRICAL RENOVATION PLAN110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3#1. CONNECT NEW RECEPTACLE OUTLET TO EXISTING RECEPTACLE CIRCUIT. TYPICAL.2. J-BOX FOR POWER CONNECTION TO MOVABLE PARTITION.3. COORDINATE NEMA SIZE AND CONFIGURATION OF RANGE RECEPTACLE WITH OWNER.4. NEMA 1 30A, 2P, 600V FUSED DISCONNECT SWITCH (INTEGRAL PART OF EQUIPMENT). FAN COIL IS POWERED BY ITS CONDENSING UNIT ON ROOF.5. PROVIDE NEMA 1 30A, 3P, 600V FUSED DISCONNECT SWITCH.6. PROVIDE NEMA 1 60A, 3P, 600V FUSED DISCONNECT SWITCH.7. USE EXISTING VAV CIRCUIT SERVING THIS LOCATION. INTERCEPT AND EXTEND EXISTING CONDUIT AND CIRCUIT WIRES TO NEW VAV AS NEEDED, TYPICAL.8. RECONNECT EXISTING FEEDER TO NEW AH-2 DISCONNECT SWITCH AND CONTROL.9. PROVIDE FLOOR FURNITURE FEED. COORDINATE WITH FURNITURE PROVIDER EXACT LOCATION.10. PROVIDE NEMA 1 30A, 1P, 600V FUSED DISCONNECT SWITCH AND RECONNECT TO EXISTING CIRCUIT AS SHOWN.11. PROVIDE J-BOX AND MOTOR RATED SWITCH FOR EXPLOSION PROOF EXHAUST BLOWER.KEYNOTES:GENERAL NOTES:1. ALL EQUIPMENT ARE NEW UNLESS NOTED OTHERWISE.2. LABEL ALL DEVICES AND EQUIPMENT CONNECTIONS WITH CIRCUIT NUMBER AND PANEL.3. ALL CONDUCTORS RATED 600V OR 250V SHALL HAVE 'THW', 'THHN' OR 'THWN' INSULATION WITH EMT CONDUIT. UNLESS NOTED OTHERWISE.4. ALL FUSES SHALL BE CURRENT LIMITING CLASS RK1, TYPE LPS-RK-SP. (FAST ACTION 600V), OR CLASS RK1, TYPE LPN-RK-SP (FAST ACTION 250V).5. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND ALL APPROPRIATE DISCIPLINES.6. THE CONTRACTOR SHALL REVIEW EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PROVIDE FUSE SIZES AS INDICATED, RELAYS, CONNECTIONS OR OTHER RELATED WORK TO COMPLETE THE ELECTRICAL SYSTEM.7. ALL AHU VFD (5KAIC RATED) PROVIDED BY MECHANICAL INSTALLED BY ELECTRICAL.8. CONTRACTOR TO PROVIDE POWER TO ALL NEW VAV BOXES, CONNECT TO NEAREST EXISTING VAV. COORDINATE LOCATIONS WITH MECHANICAL.9. GFI RECEPTACLE SERVING DRINKING FOUNTAIN, VENDING MACHINE AND REFRIGERATOR SHALL BE READILY ACCESSIBLE.10. EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R.11. WHERE NEW CIRCUITS ARE ADDED TO EXISTING PANELBOARDS AND NO AVAILABLE SPARE, THE CONTRACTOR SHALL PROVIDE NEW CIRCUIT BREAKERS MINIMUM OF 20A.1 04.14.21 CONSTRUCTION CHANGE 011 JJJJJJJJJJJJJJJJ JJJJJJJJ1234678910111213ABCDEFGHAAPNL "PV"1 1 11 1 11 1 12 22 222222 3 3 33333 3 3 4 4 44 4 44445 5 55 5 55 5 556 6 66666 6 67 7 77 7 77 7 78 8 88888 8 8 9 9 99999 9 910 10101010 1020 2020 2020 2020 2020 20 19 19191919 19191919 1918 1818 1818 18181818 1817 17 1717171717 17 1724 2424 2424 24 23 23 2323232323 23 2322 22 2222222222 22 22 21 21 2121 21 2121 21 21111111111111111111 1212121212121212121313131313131312 141413131314141414141414 15151516 16161615 16 1615 16 1616151515 15 16PV - 1,3METER1TYP.2PV - 5,7PV - 9,11PV - 13,15PV - 17,19PV - 30,32PV - 26,28PV - 22,24PV - 18,20PV - 34,36PV - 38,40PV - 42,44PV - 46,48PV - 41,43PV - 45,47PV - 14,16PV - 10,12PV - 6,8PV - 2,4PV - 37,39PV - 33,35PV - 29,31PV - 25,27PV - 21,233023023023023023023023023023023023023023023023023023023023023023023023023TYP.WP WPWPWP WPWPWPWPWPWPWPWPWPWPWPWPWP WPWPWPWPWPWPWP4EF-13EF-15EF-344EP2A-31EP2A-25EL2A-13,15,17EP2A-29EF-24667779EF-12EF-1EF-8EF-25EF-14EP2A-30EP2A-26EP2A-26EP2A-28474747475555555555EF-20EF-22EF-23EF-19HP-5FEF-19EF-24HP-8AC-9AC-8AC-7P2C -2,4,6P2C -7,9,11P2C -8,10,12P2C -13,15,17DOASP2C -14,16,18C-1C-2EP2B -2,4,6EP2B-2,4,6HP-7P2D - 7,9EP2B - 7,9P2D -11,13302302302P2C -19,21,23P2D - 14P2D-14P2D-16P2D - 16EF-21P2D-19P2D - 19P2D - 18HP-10P2D - 2,4302HP-6P2D - 6,8302HP-9EP2B - 3,530220330320320310888889996'-0"6'-0"6'-2 3/8"6'-2 3/8"5555EP2B -11,138302HP-11503203AC-10P2C -20,22,2420391111MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"E206ROOF PLAN -ELECTRICAL RENOVATIONPLANCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/8" = 1'-0" ROOF - ELECTRICAL RENOVATION PLAN110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 31. PV PANELS ON ROOF, TYPICAL.2. ALSOENERGY MONITORING SYSTEM. 3. WEATHERPROOF J-BOX FOR TRANSITION FROM Q-CABLE WIRING TO APPROVED BUILDING WIRE, TYPICAL.4. RECONNECT EXISTING CIRCUIT TO NEW HVAC EQUIPMENT, EXTEND EXISTING CONDUIT AND WIRE TO NEW EQUIPMENT FEED AS NEEDED. TYPICAL.5. EXISTING EQUIPMENT TO REMAIN.6. PROVIDE UNI-STRUT MOUNTING BRACKET FOR NEW PANELBOARD AND METER. COORDINATE WITH ARCHITECT FOR EXACT LOCATION ON ROOF.7. PROVIDE NEMA 3R 30A, 1P, 600V FUSED DISCONNECT SWITCH.8. PROVIDE NEMA 3R 30A, 2P, 600V FUSED DISCONNECT SWITCH.9. PROVIDE NEMA 3R 30A, 3P, 600V FUSED DISCONNECT SWITCH.10. PROVIDE NEMA 3R 60A, 3P, 600V FUSED DISCONNECT SWITCH.1. ALL EQUIPMENT ARE NEW UNLESS NOTED OTHERWISE.2. LABEL ALL DEVICES AND EQUIPMENT CONNECTIONS WITH CIRCUIT NUMBER AND PANEL.3. ALL CONDUCTORS RATED 600V OR 250V SHALL HAVE 'THW', 'THHN' OR 'THWN' INSULATION WITH EMT CONDUIT. UNLESS NOTED OTHERWISE.4. THE CONTRACTOR SHALL COORDINATE ALL EQUIPMENT LOCATIONS WITH ARCHITECTURAL, MECHANICAL, STRUCTURAL, PLUMBING AND ALL APPROPRIATE DISCIPLINES.5. THE CONTRACTOR SHALL REVIEW EQUIPMENT MANUFACTURER'S REQUIREMENTS AND PROVIDE FUSE SIZES AS INDICATED, RELAYS, CONNECTIONS OR OTHER RELATED WORK TO COMPLETE THE ELECTRICAL SYSTEM.6. EXTERIOR ELECTRICAL EQUIPMENT SHALL BE NEMA 3R.KEYNOTES:GENERAL NOTES:#1 04.14.21 CONSTRUCTION CHANGE 01 FLO/SSMFLO/SSMFLO/SSMFLO/SSMFLO/SSMFLO/SSMFLO/SSM1111114B2B2B2B2B2B2BDM2B2BDM2BDM2B2BDM2B2B2B2BDMDMDM2B2B2B2B2B2BDMDM2BSM2BDM2B4BDMSM4B4B2B2B2B2B2B TSC2B2B2BOCOCOCOCOCOCOCOCOCOCOCSM SMOCOCOC2BOCOCSMSMOCOCOCOC2B2BOCDMOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOC4BOCOCOCDMOC2BOCOCOCOCOCSMOCOCOCOC2BOC2BOC2BOCDMOC2B4BOCPC4BLS2B2B2B SMOCOCOCOC2B1234678910111213ABCDEFGHAAJINTERVIEWCELLSAFETY CELLHALLWAYMENWOMENENTRYCELLPRISONER INTAKECELLCORRIDORF1EL1A5F2/EPU1A -1F5/EL1A -2F1L1A4F1EL1A5F1EL1A5F1L1A4F1L1A4F1EL1A5F1/EL1A -5F1L1A4F1EL1A5F1L1A4F1/EL1A -5F1/EL1A -5 F1/EL1A -5F1/L1A -4 F1/L1A -4F1/EL1A -5 F1/EL1A -5F2/L1A -1F2/L1A -1F1EL1A5F1EL1A5F1EL1A5F1EL1A5F1EL1A5F1EL1A5F1EPU1A1F1EL1A5F1EL1A4F1L1A5F1EL1A4F1L1A5F1L1A5F1EL1A4F1L1A5F1EL1A4F1L1A5F1L1A5F1EL1A4F1/L1A -5F1/EL1A -4F1/EL1A -5F1/L1A -4F1/EL1A -5F1/EL1A -5F3/EL1A -20F3/EL1A -20F3/EL1A -20F3/EL1A -20F3/EL1A -4F3/EL1A -4F3/EPU1A -1F3/EL1A -4F3/EL1A -20F3/EL1A -20F1EL1A4F1L1A5F1EL1A4F1/L1A -5F1/EL1A -4F1EPU1A1F1EL1A20F1EL1A20F1EL1A20F1EL1A20F1EL1A20F1EL1A20F1EL1A20F1EL1A20F12EL1A20F12EL1A20F1EL1A1F1EL1A1F1L1A2F1L1A2F1EL1A1F1EL1A1F5/EL1A -2F6EL1A2F6L1A3F6EL1A2F6EL1A2F4EL1A4F12E/EL1A -3F1EL1A2F1EL1A2F1L1A3F1EL1A2F1EPU1A1F1L1A3F1L1A3F1L1A3F1EL1A2F1EL1A2F1EL1A2F1/EL1A -1F1/L1A -2F1/EL1A -1F1/L1A -2F1/EL1A -1F5EL1A2F6EPU1A1F6EL1A2F6L1A3F6L1A3F6L1A3F6EL1A2F6EPU1A1F6EL1A2F4EL1A2aF4EL1A2aF2L1A3bF2L1A3bF2L1A3bF2L1A3bF4L1A3F4L1A3F4EL1A2F6L1A3F6EPU1A1F6EL1A2F6EL1A2F4/EPU1A -1F4/EPU1A -1F12L1A3F12EL1A2F12EL1A2F12L1A3F12EL1A2F2L1A1F2/L1A -1F2/EPU1A -1F2L1A1F2EPU1A1F2L1A1F2EPU1A1F2EPU1A1F2EPU1A1F2EPU1A1F12L1A3F12EL1A2F2L1A1F2EPU1A1F2L1A1F2L1A1F2L1A1F2EPU1A1F2L1A1F2L1A1F2EPU1A1F2EPU1A1F6EL1A1F6L1A2F6EL1A1F6EL1A1F6L1A2F6EL1A1F6EL1A1F6L1A2F6EL1A1F12EEL1A1F12EEL1A1F12EEL1A1F12L1A2F12L1A2F12L1A2F12EEL1A1F12EEL1A1F12L1A2F12L1A2F12L1A2F12EEL1A1F12EEL1A1F12EEL1A1F12EEL1A1F12EEL1A1F12E/EL1A -1F12E/EL1A -1F1/EL1A -5F1/EPU1A -1F1/EL1A -5F2/EPU1A -1F2/L1A -1F2/EPU1A -1F2L1A1F2L1A1F2L1A1F2EPU1A1F2L1A1F8/EL1A -3/a F8/EL1A -3/a F8/EL1A -3/a F8/EL1A -3/aF8/EL1A -3/b F8/EPU1A -1/b F8/EL1A -3/b F8/EL1A -3/bF8/EL1A -3/b F8/EL1A -3/bF8/EL1A -3/bF8/EL1A -3/bF8/EL1A -3/a F8/EL1A -3/aF8/EL1A -3/aF8/EPU1A -1/aF1EL1A5F1L1A4F1EL1A5F1L1A4F1EL1A5F1/EL1A -5F1/EL1A -5F1EL1A5F1EL1A5F1EL1A5F1L1A4F1EL1A5F1EL1A5F1L1A4F1L1A4F1EL1A5F1L1A4F1L1A4F1L1A4F1EL1A5F1EL1A5F1EL1A5F8EPU1A1F8L1A1F8EPU1A1F8L1A1F8EPU1A1F8L1A1F8EPU1A1F8L1A1F8L1A1F8L1A1F8L1A1F8EPU1A1F8L1A1F8EPU1A1F8L1A1F8EPU1A1F8L1A1F8EPU1A1F12L1A5F1EL1A4F1L1A5F1EL1A4F1L1A5F1EPU1A1F1L1A5F1EL1A4F1L1A5F1EL1A4F1L1A5F1EL1A4F1L1A5F1EL1A4F1L1A5F1EL1A4F1L1A5F12EEL1A1F9L1A5F9EPU1A1CUST CLOSET1F5EL1A2F6EL1A2F2EPU1A1F2EPU1A1F2L1A1F2/L1A -1F2/L1A -1F2/EPU1A -1F1/EL1A -3F1/EL1A -3F1/EL1A -3F6EL1A2F2/L1A -15F12EL1A4F4/EL1A -5F4/EL1A -5F1/EL1A -5F1EL1A20F1EL1A20F12E/EL1A -1F12E/EL1A -1F12EEL1A1F12EEL1A1F1EL1A4F6L1A3F6L1A3F6L1A3F14L1A4F12EEL1A3F1/EL1A -3F16L1A5F16L1A5F16AEPU1A1F16L1A5F16L1A5X1EPU1A1X1EPU1A1X1EPU1A1X1EPU1A1KK/abKKF8L1A1F8EPU1A1TYP.2TYP.F18F1834E300231F2EPU1A1EPU1A1EPU1A1X1EPU1A1X1EPU1A1X1EPU1A1X1EPU1A1X1EPU1A1X2EPU1A1F15EPU1B1F15EPU1B1F14L1A1xF14L1A1xF14L1A1xF14L1A1xxyaxyaxyaxyE3004XYDaylight ZoneF15EPU1B1F16AEPU1A1F20/EL1A -3F20/EL1A -3F20/EL1A -3F20/EL1A -3 F20/EL1A -3F20/EL1A -3F20/EL1A -3F20/EL1A -3F19/EL1A -20F9F9X1EPU1A1X1EPU1A1X1EPU1A1X1EPU1A1X1EPU1A1X1EPU1A1F1EL1A20F1EL1A201WOMENE178LOBBYE175RECORDS SUPERVISOR110ENTRY VESTIBULE102LOBBY101PUBLIC INQUIRY105RECORDS109ELEV. #1EL01ELEV EQUIP175MEETING ROOM112PATROL SERGEANT111WATCH COMMANDER133WATCH COMM OFFICE134MEETING106HALLWAY103CRIME LIVESCAN107TRAFFIC SUPERVISOR108MEN'S LOCKERS164ATRIUM / REPORT WRITING131WOMEN'S LOCKERS169WOMEN'S168VESTIBULE167MEN'S163MEN'S SHOWERS165PHYSICAL FITNESS161METER ROOM173ELEV. #2EL02VESTIBULE ROOM199MECH EQUIP171HALLWAY191ELEC. ROOM174CRIME ANALYST141HALLWAY192MASTER MPOE / MDF ROOM143HALLWAY193INTERVIEW160PROPERTY & EVIDENCE159SALLY PORT181STORAGE182INTERVIEW ROOM183DRYING ROOM184STORAGE185HOMLESS OUTREACH155NARCOTICS158BAG TAG156EVIDENCE157EVIDENCE LOCKERS194DISPATCH CENTER144LOUNGE146COMM SUPERVISOR145LOUNGE146MEN149WOMEN148CST151CST OFFICE153OFFICE152OFFICE154REAR ENTRY122HALLWAY198BATTERY CHARGING/ SHOTGUNSTORAGE126COFFEE123BRIEFING121HALLWAY198TRAFFIC116AV ROOM124DRY CLEANING125TRAFFIC OFFICE115TRAFFIC OFFICE114TRAFFIC116TRAFFIC OFFICE113TRAFFIC OFFICE113STAIR #1ST01LOBBY101STAIR #2ST02ELEV EQUIP172HALLWAY196PUBLIC COUNTER104HALLWAY197VEST166HALLWAY196IDF ROOM 1132MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"E207LEVEL 01 -LIGHTING RENOVATION PLANCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/8" = 1'-0" LEVEL 01 - LIGHTING RENOVATION PLAN110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 31. USE EXISTING LIGHT CIRCUIT SERVING LIGHTS AT THIS LOCATION, EXTEND EXISTING CIRCUIT TO NEW LIGHT FIXTURE OR REWIRE TO TO NEW FIXTURE AS NEEDED. TYPICAL.2. NEW LOW VOLTAGE SWITCH, PROVIDE CONTROL WIRING TO CONTROLLED LIGHT FIXTURE AS REQUIRED. TYPICAL.3. PROVIDE GRAPHIC WALLPOD (NLIGHT #nPOD GFX) TO CONTROL ALL LIGHTS IN LOBBY 101, ENTRY VESTIBULE 102 AND EXTERIOR CANOPY.4. PROVIDE PHOTOCELL ON ROOF TO CONTROL CANOPY LIGHTING.1. WALL MOUNTED OCCUPANCY SWITCHES SHALL BE MANUAL ON, AUTOMATIC OFF.2. ALL MOTION SENSORS SHALL BE PROGRAMMED PER CALIFORNIA TITLE 24, SECTION 130..3. ALL EQUIPMENT, CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED.4. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHT FIXTURES. CONTRACTOR SHALL VERIFY CEILING TYPE WITH ARCHITECTURAL CEILING PLANS PRIOR TO PURCHASING OR FIXTURE ROUGH-IN.5. SHADING INDICATES EMERGENCY FIXTURE.6. THE CONTRACTOR SHALL PROVIDE CIRCUIT WIRING, RELAYS AND CONTROLS AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM.7. NEW LIGHTING FIXTURES AND WIRING DEICES MAY DIFFER IN PHYSICAL SIZE THAN THE EXISTING, CONTRACTOR TO EITHER CUT OR PATCH EXISTING CEILING OR WALL TO ACCOMMODATE NEW FIXTURE OR DEVICE.KEYNOTES:GENERAL NOTES:#1 04.14.21 CONSTRUCTION CHANGE 01 FDFDFDPF2B2B2BDMDM2BDM2B2B2B2B2B2B2B2B2B2BDMSMDMDMDM2B2B4B2B2B1B 1B2B2B2B2BDM2BSM2B2B2BSM4B4B2BDM4BDMDMDM2B2BSMSM2B2B2B4B2B2B2B2B2B2B2B2B2B4B4B4B4B4B4B2B2BOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCSMOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOCOC2B2BOCOC2BOCOCOCOCOCOCOCOCOCSMSMOCOCLSLSLSLSLS2B2B2BOCSMSMSMSMSMOC2BLSOCOC1234678910111213ABCDEFGHAAF1/EL2A -2 F1/L2A -3F1/L2A -3F1/EL2A -2F1EL2A1F1/EL2A -1F1L2A2F1/EPU2 -1F1EL2A1F1L2A2F1/L2A -2F1EL2A1F1EL2A1F1L2A4F1L2A4F1EL2A1F1EL2A1F1L2A4F1L2A4F1EL2A1F1/L2A -4F1/EL2A -1F1L2A4F1EL2A1F1EL2A1F1/EL2A -1F1/L2A -2F1L2A2F1EL2A1F1/EPU2 -1F1EL2A1F1/EL2A -1F1/L2A -2F1/EL2A -1F1/L2A -2F1/EL2A -1F1EL2A1F1L2A2F1EL2A1F1L2A2F1EL2A1F1EL2A1F1L2A2F1EL2A1F1EL2A1F1L2A2F1EL2A1F1/EL2A -1F1/L2A -2F1EL2A1F1L2A2F1/EL2A -1F1/L2A -1F1/L2A -1F1/EL2A -1F1L2A3F1/EL2A -2F1L2A3F1/EL2A -2F1EL2A2bF1EPU21bF1EL2A2bF1L2A3bF1EL2A2bF1L2A3bF1EL2A2F1L2A3F1L2A3F1L2A3F1EL2A2F1/L2A -3F1/EL2A -2F1EL2A2F1EL2A2F1EL2A2F1EL2A2F1/L2A -3F1/L2A -3F1EL2A2F1L2A11aF1L2A11aF1L2A11aF1L2A11aF1L2A6F1EL2A3F1L2A6F1/EL2A -3F1EL2A1F1L2A4F1EL2A1F1EL2A1F1L2A4F1EL2A1F1L2A4F1L2A4F1/EL2A -3F1L2A4F1/EL2A -3F1/EL2A -3F1L2A4F1L2A4F1/EL2A -3F1L2A4F1/EL2A -3F1L2A4F1/EL2A -3F1L2A4F1EL2A3F2EPU21F8EL2A1aF8EPU21aF1L2A6bF1EL2A5bF1L2A6bF1EL2A5bF1EPU21bF1EL2A5bF1L2A6bF1EPU21bF1L2A6bF1EL2A5bF1EPU21bF1EL2A5bF1L2A6bF1L2A6bF1EL2A5bF4/EPU2 -1F2L2A1F2EPU21F2L2A1F2EPU21F2EL2A1F2EPU21F2/L2A -1F2L2A1F2/EPU2 -1F4/EPU2 -1F2EPU21F2L2A1F2L2A1F2EPU21F2EPU21F4/EL2A -3F4/EL2A -3F1EL2A3F1EL2A2F1EPU21aF1L2A3bF1L2A3bF1EL2A2bF1L2A3bF1EL2A2bF1L2A3bF1EPU21bF1EL2A2bF1EL2A2bF1L2A3bF1L2A3aF1EL2A2aF1L2A3aF1L2A3aF1EL2A2bF1EL2A2bF1EPU21bF1EL2A2bF1EL2A2bF1EL2A2bF1EL2A2bF1EL2A2aF2EPU21F2L2A1F1EL2A2F1L2A3F1/L2A -3F1EL2A2F1L2A3aF1EL2A2bF1L2A3aF1EL2A2bF1L2A3bF1EL2A2aF1L2A3F1/EL2A -2F1/EL2A -2 F1/L2A -3F1EL2A4F1L2A3F1EL2A4F1L2A3F1EL2A4F1L2A3F1EL2A4F1L2A3F1EPU21dF1L2A3dF1EL2A4cF1EL2A4cF1EL2A4cF1/EL2A -4/cF1/EL2A -4/cF1EL2A4cF1/EL2A -4/cF1EPU21cF1EL2A4bF1EL2A4bF1L2A5bF1L2A5bF1EL2A4bF1EL2A4bF1L2A5bF1L2A5F1EL2A4F1/EL2A -4F1L2A5F1L2A3dF1EL2A4F1L2A5F1EL2A4F1L2A5F1L2A5F1EL2A4F1EL2A4F1L2A5F1EL2A4F1L2A5F1L2A5F1EL2A4F1EL2A3F1L2A6F1EL2A3F1L2A6F4L2A6F4EPU21F4L2A6F4EPU21F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10/EL2A -3F10/EL2A -3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10EL2A3F10/EL2A -3F10/EL2A -3F9EL2A4aF9L2A5aF2L2A1F2EPU21F8L2A1F8EEPU21F8L2A1F8L2A1F8EEPU21F8L2A1F8EEPU21F9L2A11aF9L2A11aF9L2A11aF9L2A11aF9L2A11aF2L2A1F2L2A1F2EPU21F2L2A1F2EPU21F2L2A1F2EPU21F2EPU21F2L2A1F2L2A1F2L2A1F2EPU21F2L2A1F2L2A1F2L2A1F2L2A15F4EL2A1F4L2A2F4EL2A1F4EL2A1F4L2A2F4EL2A1F12L2A4F8L2A4aaF1EL2A4bF1L2A5bF1EL2A4F1EL2A1F1L2A2F1EL2A1Daylight ZoneDaylight ZoneababF1L2A3F1L2A3F1EL2A1F1EL2A1F9L2A11aF9L2A11aF9L2A11bF9L2A11bF9L2A11bF2EPU1A1F2EPU21abababababababF1L2A3dababcdcdKKbaba(E)X1EPU21X1EPU21X1EPU21X1EPU21X1EPU21X1EPU21X1EPU21X1EPU21X1EPU21X1EPU21abababF10L2A11bF10L2A11bF10L2A11bF10L2A11bF10L2A11bF12L2A6F12L2A6F12L2A6F2EPU21F2EPU21F2EPU21(E)F11L2A9yF11L2A9yF11L2A9yX1EPU21Daylight ZoneDaylight ZoneDaylight ZoneF8EL2A3aF8EL2A3aF8EL2A3aF8EL2A3aF8EL2A3aF8EL2A3aF8EL2A3aF8EL2A1aF8EL2A1aF8EPU21aF22/L2A -2F22/L2A -2F22/L2A -2X1EPU21X1EPU21CSI225ROOF TERRACE246CLEAN OFFICE251ALS ROOM224IN-PROCESS EVID./STOR.223TRAINING COORDINATOR'S OFFICE252HALLWAY269HALLWAY262OFFICE254OFFICE253OFFICE254TECH SERVICE CAPTAIN255LIEUT.256FIELD SERVICE CAPT.257ADMIN ASSIST.258OFFICE260CLERICAL POOL261SECRETARY291CLERICAL POOL261IDF ROOM 2259MEN292HALLWAY293POLICE CHIEF289CLOSET290CONFERENCE288COFFEE286STOR.287WOMEN285SECRETARY282FIRE CHIEF283FIRE ADMIN280FIRE ADMIN280FIRE DIV. CHEIF281ELEV. #1EL01STORAGE279CLERICAL278STAIR #1ST01FIRE ANALYST277EMS MGR276EMPTY275HALLWAY273STORAGE274HALLWAY267EOC DIRECTOR271JUVENILE SERVICES SERGEANT211FIRE TRAINING OFFICER272CRIME OF VIOLENCE210OFFICE208OFFICE209INTERVIEW212INTERVIEW213MAILROOM214INVESTIGATIVE SERVICES201SGT. OFFICE204SGT. OFFICE205OFFICE206ELEC. ROOM207VICE / NARCOTICS202INTERVIEW203HALLWAY265HALLWAY264MECHANICAL EQUIP.221ELEV. #2EL02STAIR #2ST02JANITOR233MEN232WORKROOM / IDF ROOM237JANITOR243STORAGE242ADMIN CSO241ADMIN CSO241CONFERENCE ROOM245LOUNGE244RES. ASSIST.240HALLWAY264HALLWAY273WORK REPRO294MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"E208LEVEL 02 -LIGHTING RENOVATION PLANCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/8" = 1'-0" LEVEL 02 - LIGHTING RENOVATION PLAN110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 31. USE EXISTING LIGHT CIRCUIT SERVING LIGHTS AT THIS LOCATION, EXTEND EXISTING CIRCUIT TO NEW LIGHT FIXTURE OR REWIRE TO NEW FIXTURE AS NEEDED.2. NEW LOW VOLTAGE SWITCH, PROVIDE CONTROL WIRING TO CONTROLLED LIGHT FIXTURE AS REQUIRED.1. WALL MOUNTED OCCUPANCY SWITCHES SHALL BE MANUAL ON, AUTOMATIC OFF.2. ALL MOTION SENSORS SHALL BE PROGRAMMED PER CALIFORNIA TITLE 24, SECTION 130..3. ALL EQUIPMENT, CIRCUIT NUMBERS AND EXISTING CONDUIT HOMERUNS SHOWN ON THESE DRAWINGS WERE TAKEN FROM EXISTING RECORD DRAWINGS. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO VERIFY LOCATIONS OF HOMERUNS, AND ADJUST CIRCUIT NUMBERS ACCORDING TO EXISTING CONDITIONS IF REQUIRED.4. ELECTRICAL DRAWINGS ARE DIAGRAMMATIC ONLY. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATION OF ALL LIGHT FIXTURES. CONTRACTOR SHALL VERIFY CEILING TYPE WITH ARCHITECTURAL CEILING PLANS PRIOR TO PURCHASING OR FIXTURE ROUGH-IN.5. SHADING INDICATES EMERGENCY FIXTURE.6. THE CONTRACTOR SHALL PROVIDE CIRCUIT WIRING, RELAYS AND CONTROLS AS REQUIRED FOR A COMPLETE AND OPERATIONAL SYSTEM.7. NEW LIGHTING FIXTURES AND WIRING DEICES MAY DIFFER IN PHYSICAL SIZE THAN THE EXISTING, CONTRACTOR TO EITHER CUT OR PATCH EXISTING CEILING OR WALL TO ACCOMMODATE NEW FIXTURE OR DEVICE.KEYNOTES:GENERAL NOTES:# LEVEL 010"LEVEL 0213'-6"ROOF PLAN27'-0"GF19EL1A20F19EL1A20F19EL1A20F19EL1A20F19EL1A20F19EL1A20F19EL1A20F19EL1A20NEW ROOF PLAN13'-0"LOBBY101LEVEL 010"LEVEL 0213'-6"ROOF PLAN27'-0"GF19EL1A20F19EL1A20F19EL1A20F19EL1A20F19EL1A20F19EL1A20NEW ROOF PLAN13'-0"LOBBY101LEVEL 010"LEVEL 0213'-6"ROOF PLAN27'-0"910F19EL1A20F19EL1A20F19EL1A20F19EL1A20F19EL1A20F19EL1A20F19EL1A20F19EL1A20NEW ROOF PLAN13'-0"LOBBY10189GHF13EPU1A1F13EPU1A1F13EL1A4F13EPU1A1F13EL1A4F13EL1A4F13EL1A4F13EL1A4F13EL1A4F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1F13EPU1A1X1EPU1A1F21EL1A4ENTRY VESTIBULE102MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedE300LIGHTING ELEVATIONS AND ENLARGEDPLANCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 31/4" = 1'-0"3 LOBBY ELEVATION SOUTH - LIGHTING1/4" = 1'-0"1 LOBBY ELEVATION NORTH - LIGHTING1/4" = 1'-0"2 LOBBY ELEVATION WEST - LIGHTING3/8" = 1'-0"4 LEVEL 01 - LIGHTING ENTRY VESTIBLE TTSFDSFD234SB-"MSDA"(R)"ATS1"PNL-"L1A"CLOCKM. CLOCKDP-"EPU1A"DP-"EPU1B"DP-"EDBA"DP-"DBA"TR-"TDBA"PNL-"P1B"PNL-"EP1A"TR-"ET1A"PNL-"EL1A"PNL13400442225CONTACTOR(E)XFMRELEV EQUIP172METER ROOM173ELEC. ROOM174HALLWAY191HALLWAY191PHYSICAL FITNESS161HALLWAY191VESTIBULE ROOM199234PNL-"L1A"(N)"ATS1"SB-"MSDA"PNL-"EL1A"TR-"ET1A"PNL-"EP1A"PNL-"P1B"TR-"TDBA"DP-"DBA"DP-"EDBA"DP-"EPU1B"M. CLOCKDP-"EPU1A"CLOCKPNL434004400440044421DS35(E)XFMRCONTACTORMETER ROOM173ELEV EQUIP172ELEC. ROOM174HALLWAY191PHYSICAL FITNESS161HALLWAY191MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/2" = 1'-0"E400ENLARGED MAIN ELECTRICAL ROOMCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/2" = 1'-0" ENLARGED MAIN ELECTRICAL RM -DEMOLITION PLAN1NORHT1/2" = 1'-0" ENLARGED MAIN ELECTRICAL ROOM -RENOVATION PLAN21. LAYOUT TEMPORARY FEEDERS READY FOR SWITCH-OVER.2. DISCONNECT AND REMOVE EXISTING FEEDER, CONDUIT TO REMAIN.3. REMOVE EXISTING AUTOMATIC TRANSFER SWITCH "ATS1".4. TO EXISTING DISTRIBUTION BOARD "EDBB".5. REMOVE EXISTING CONTROL WIRES TO GENERATOR CONTROLLER, CONDUIT TO REMAIN.KEYNOTES:1. PROVIDE NEW 300KW STANDBY GENERATOR. 2. LAYOUT TEMPORARY FEEDER CABLES READY FOR SWITCH-OVER.3. INSTALL NEW UG FEEDER AND HANDHOLE "PB1". INTERCEPT EXISTING "ATS2" FEEDER FROM "EDBB".4. DISCONNECT EXISTING UPSTREAM AND DOWNSTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.5. CONNECT TEMPORARY UPSTREAM AND DOWNTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.6. DEMOLISH EXISTING 300KW GENERATOR AND DOWNSTREAM FEEDERS AND EQUIPMENT.7. NEW WORK - INSTALL THE FOLLOWING NEW EQUIPMENT IN NEW LOCATIONS:a. INSTALL NEW AUTOMATIC TRANSFER SWITCH "ATS1". b. INSTALL NEW HANDHOLE "HH1".c. INSTALL NEW UG CONDUIT FROM "HH1" TO NEW GENERATOR.d. PULL-IN NEW FEEDERS READY TO SWITCH-OVER. 8. DISCONNECT TEMPORARY UPSTREAM AND DOWNSTREAM FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.9. CONNECT NEW UPSTREAM AND DOWNTREAM "ATS1" FEEDERS AT "MSDA" AND "EDBA" RESPECTIVELY.10. REMOVE REMAINING EQUIPMENT SCHEDULED FOR DEMOLITION.PHASING SEQUENCE:1. TO NEW STANDBY GENERATOR VIA NEW HANDHOLE "HH1".2. PROVIDE BELDEN CONTROL CABLE IN EXISTING CONDUIT TO GENERATOR CONTROLLER VIA HANDHOLE "HH1" PER GENERATOR MANUFACTURER'S RECOMMENDATION.3. PROVIDE NEW AUTOMATIC TRANSFER SWITCH "ATS1" IN THE SAME LOCATION.4. NEW FEEDER IN EXISTING UG CONDUIT.5. PROVIDE UNI-STRUT SUPPORT FOR PV DISCONNECT SWITCH.KEYNOTES:10920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3## PCJJJF16BF16BF16BF16BF16BF16BF16BF16BF16BF16BF16BF16BF16B2113302N5WW34"PNL P"6P - 17P - 2112502A502A50231"CO1"COEV -2,4,6,8EV -1,3,5,7EV - 9,11MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/4" = 1'-0"E401ENLARGED ELECTRICRAL PLANSCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3NORHT1/4" = 1'-0" LEVEL 01 - ELECTRICAL OUTDOOOR LOCKERS1NORHT1/4" = 1'-0" LEVEL 01 - ELECTRICAL RENOVATION PARKING2#1. NEW LOCATION OF EXISTING RECEPTACLE OUTLET. RECONNECT TO ITS EXISTING CIRCUIT ON LOAD CENTER "P".2. RELOCATED LOAD CENTER, MOUNTED ON NEW WALL.3. DEMOLISH EXISTING LIGHT POLE, PATCH AND REPAIR SURFACE.4. PROVIDE PRECAST HANDHOLE WITH TRAFFIC RATED COVER. INTERCEPT EXISTING LOAD CENTER FEEDER AND EXTEND TO NEW LOCATION OF LOAD CENTER AS SHOWN.5. ROUTE CIRCUIT UNDERSIDE THE CANOPY.6. PROVIDE PHOTOCELL ON ROOF OF CANOPY.7. HOMERUN TO EXISTING SPARE CIRCUIT VIA PHOTOCELL.KEYNOTES:#1. PROVIDE J-BOX FOR POWER CONNECTION TO DUAL PORT LEVEL 2 VEHICLE CHARGING STATION, LEVITON EVR-GREEN 4000.2. PROVIDE J-BOX FOR POWER CONNECTION TO SINGLE PORT LEVEL 2 VEHICLE CHARGING STATION, LEVITON EVR-GREEN 4000.3. PROVIDE 1"CO TO MDF ROOM FOR FUTURE DATA CABLE. KEYNOTES:1. ALL EQUIPMENT SHOWN ARE NEW UNLESS OTHERWISE NOTED.2. CONTRACTOR TO FIELD VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION.3. ALL BELOW GRADE CIRCUIT SHALL BE MINIMUM OF #10 AWG IN 1"C.4. REFER TO SHEET E001 FOR FEEDER SCHEDULE.GENERAL NOTES:1. ALL EQUIPMENT SHOWN ARE NEW UNLESS OTHERWISE NOTED.2. CONTRACTOR TO FIELD VERIFY EXISTING UNDERGROUND UTILITIES PRIOR TO EXCAVATION.3. ALL BELOW GRADE CIRCUIT SHALL BE MINIMUM OF #10 AWG IN 1"C.4. REFER TO SHEET E001 FOR FEEDER SCHEDULE.5. INSTALL EV CHARGER PER MAUFACTURERS RECOMMENDATIONS.GENERAL NOTES: 1. MAINTAIN A MINIMUM CLEARANCE OF 12" [308mm] ON ALLSIDES OF ROOF PENETRATION FROM WALLS, CURBS, ANDOTHER PROJECTIONS TO FACILITATE PROPER FLASHING.2. FLANGES OF ADJACENT FLASHINGS SHALL NOT BE CUT OROVERLAPPED.3. VERIFY ROOF & STRUCTURAL SYSTEM WITH ARCHITECT.4. COORDINATE FLASHING INSTALLATION WITH ROOFINGCONTRACTOR TO ENSURE PROPER METHODS & MATERIALSARE USED TO MAINTAIN ROOF WARRANTY.PREFABRICATED RUBBERBOOT CAP WITH GRADUATEDSTEPS & WEATHER-PROOFPRESSURE SEAL TO COLLARSEALANT AT PENETRATIONTO MEMBRANE JUNCTUREBY ROOFING CONTRACTORMULTIPLE MEMBRANE STRIPPING PLIESFEATHERED AT FIELD OF ROOF BY ROOFINGCONTRACTOR. PRIME FLANGE BEFORESTRIPPING.PREFABRICATED FORMED 0.06" THICKALUMINUM FLASHING ROUND COLLAR WITHMIN. 3" WIDE FLANGE. ATTACH TO ROOFPER MANUFACTURER'S INSTRUCTIONSCONDUIT CLAMP. SIZE ASREQUIREDBATT INSULATIONROOF MEMBRANEWATER CUT-OFF MASTICCOMPATIBLE WITH ROOFMEMBRANESTAINLESSCLAMP, TYP.3/8" MIN GALVANIZEDTHREADED ROD, TYP.SEAL-OFFFITTING,TYP.ROOFSTEEL EXPANSIONANCHORINTEGRAL GALVANIZEDLIPPED STEEL MOUNTINGCHANNELCONDUIT,TYP.CONDUIT CLAMP. SIZEAS REQUIREDLOCKING SQUAREWASHER & LOCKNUTSINGLE CONDUIT, CABLE OR PIPEMULTIPLE CONDUIT, CABLE OR PIPECONDUIT PENETRATION THRU FIRE/SMOKE STUD WALLNTSNTSCONDUIT PENETRATION THRU ACOUSTIC STUD WALLROOF PENETRATION DETAILNTSCONDUIT PENET. THRU 2 HR CONC. FLR/WALLNTSFLOOR SLAB PENETRATION DETAILNTSTYPICAL CONDUIT DUCT BANK DETAILNTSFRONT VIEWKEY NOTES:1 HR OR 2 HRSECTION A-ANOTES:NOTES:NOTESNOTES:SECTION A-AFRONT VIEWKEY NOTES:31A1B2321234143232123325164U.L. SYSTEM NO. WL 1001AA4" DIA. OR SMALLEREMT OR ELECTRICALCONDUITMAX. DIA. OF OPENING IS 13 1/2" ANNULAR SPACE OFMIN. 1/4" DIA. BEAD IS REQUIRED. NO CUTTING OFWALL REINFORCEMENT IS ALLOWED.1 OR 2-HR. FIRE RATEDGYPSUM WALL ASSEMBLYMIN. 1/4" TO 1/2" DIA. ANNULAR SPACEW/FIRE STOP SEALANT (CAULK)APPLIED TO PERIMETER OF CONDUITAT ITS EGRESS FROM WALLWALL CONSTRUCTION:A. STEEL STUDSB. 5/8" X GYPSUM BOARDCONDUIT SIZE PER DRAWINGS.FIRE STOP SYSTEM - ONE HOUR CAULK. APPLY TOINTERFACE WITH WALLSURFACECONTRACTOR TO SUBMIT THE SHOP DRAWINGS OFFINAL CONDUIT ROUTING OF THE FIRE ALARMSYSTEM. ALSO, CONTRACTOR TO VERIFY FIRE-RATEDWALLS AND IDENTIFY FIRE/SMOKE WALL CONDUITPENETRATIONS.1/8" CLEAR TYP.(CONDUIT OR PIPESHALL NOT CONTACTWALL)ACOUSTICAL SEALANTCLOSED CELLPOLYURETHANEFOAM OR FIRE RATED1/2" CLEAR(TYP.)SIMILAR FOR SINGLESTUD PARTITIONSTUD PARTITIONSIMILAR FOR DOUBLESILICONE FOAMMETALLIC FLEX - EMT ONLYPENETRATIONS OF ACOUSTICAL PARTITIONS BY CONDUIT, CABLE, PIPESETC. SHALL BE ACOUSTICALLY SEALED AS SHOWN. ANY GAP LARGERTHAN 1/2" SHALL BE COVERED WITH GYPSUM BOARD, LAPPED A MINIMUMOF 2" AND SCREWED BEFORE USING ACOUSTICAL SEALANT.U.L. SYSTEM NO. CAJ1027AAMAX. DIA. OF OPENING IS 12 1/4" OR 3" LESS THAN THE WALL REINFORCEMENT SPACING.MINIMUM FILL MATERIAL THICKNESS OF 1/2" IS REQUIRED. NO CUTTING OF WALLREINFORCEMENT IS ALLOWED.CONTRACTOR TO SUBMIT THE SHOPDRAWINGS OF FINAL CONDUIT ROUTINGOF THE FIRE ALARM SYSTEM. ALSO,CONTRACTOR TO VERIFY FIRE-RATEDWALLS AND IDENTIFY FIRE/SMOKE WALLCONDUIT PENETRATIONS.CONCRETE FLOOR OR WALL PER DRAWINGS. MAX.DIA. OF THROUGH OPENING IS 121/4".CONDUIT SIZE PER DRAWINGS.FIRE STOP SYSTEM-TWO HOUR MOLDABLE PUTTYMATERIAL KNEADED BY HAND AND PACKED TIGHTLYINTO ANNULAR SPACE, FLUSH WITH FLOOR. IN WALLASSEMBLIES, REQUIRED PUTTY THICKNESS TO BEINSTALLED SYMMETRICALLY ON BOTH BOTH SIDESOFWALL.CONDUIT, TYPMINERAL WOOL (FIRMLYPACKED)FIRESTOP SEALANTPER SECTION 07 84 00,FIRESTOPPING3/8" MAX[10mm]JUNCTION BOX(SIZE AS REQUIRED)CONDUITCOMPRESSIONFITTING, TYP.SPRING NUT,TYPINTEGRAL GALVANIZEDLIPPED STEAL MOUNTINGCHANNEL, TYP.FLOOR SLAB,TYP.STEEL EXPANSIONANCHOR, TYP12"3"3"3"3"3"2"ARRANGE CONDUIT WITHINTERLOCKING PLASTICSPACERS 8'-0" O.C.REFER TO DRAWINGS FORCONDUIT SIZES & QUANTITIES3" MIN. CONCRETEENCASEMENTBACKFILL, COMPACTED TO90% RELATIVE DENSITY,FREEFROM LARGE ROCKS &DEBRISUNDISTURBED EARTHMIN. 2" ASPHALTCONCRETEPATCH OR PLANT TOMATCH EXISTING12" WIDE YELLOWWARNING TAPE24" MIN. (COMM)36" MIN. (600V)42" MIN. (5KV)INCREASE TO 12" BETWEENPOWER & COMMUNICATIONCONDUITSMATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"E500DETAILSCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3 REFER TOARCH. FORCEILINGHANGER WIRESIZES.DOWNLIGHTFIXTURE PERPLANS 40# MAX.REFER TOSTRUCTURALDRAWINGS FORATTACHMENTSECURELYSCREW TOMAIN T-BARRUNNER (TYP.ALL FOUR)SLACK #12SAFETY WIRESTO STRUCTUREFIXTURE "BARHANGER"ASSEMBLYNTSROOF CONDUIT SUPPORT DETAILNTSTYPICAL UNDERGROUND CONDUIT STUB-UP DETAILWALL FURNITURE FEED DETAILNTSNTSFLUSH FLOOR RATED FURNITURE FEED FLOOR BOXNTSNTSRECESSED DOWNLIGHT @ LAY-IN GRID DETAILRECESSED LAY-IN CEILING FIXTURE DETAILGENERAL NOTES:INSTALL PER MANUFACTURER'S RECOMMENDATIONS.1.PROVIDE (1) 1-1/4" CONDUIT TOACCESSIBLE CEILING SPACE FORTELE/DATA.PROVIDE (1) 3/4" CONDUIT TOACCESSIBLE CEILING SPACE FORPOWER.LIQUIDTIGHT CONDUIT TOFURNITURE POWER/DATA BOX.WIREMOLD #881PVC FLOOR BOXWIREMOLD #897CFFTCXXFURNITURE FEED PLATE(FINISH PER ARCHITECT)212KEY NOTES:PROVIDE POWER CONNECTION TO POWER SYSTEM FURNITURE.PROVIDE TELECOMMUNICATIONS CONNECTION TO TELECOMSYSTEM FURNITURE.1REFER TO FLOOR PLAN FOR CONDUIT SIZE, LOCATION AND QUANTITY.GENERAL NOTES:1.FLOORLIQUID TIGHT 3/4'' FLEXIBLECONDUIT POWER CONNECTION TOSYSTEM FURNITURELIQUID TIGHT 1-1/4" FLEXIBLECONDUIT TELE/DATACONNECTION TO SYSTEMFURNITUREWALLFFFFCONDUIT CLAMP. SIZEAS REQUIREDINTEGRALGALVANIZED LIPPEDSTEEL MOUNTINGCHANNELREFER TO PLANS FORQUANTITY & SIZE OFCONDUITSLOCKINGSQUAREWASHER &LOCKNUT3/8" MIN GALVANIZEDTHREADED ROD, TYP.UV-INHIBITED POLYCARBONATE ORHIGH-DENSITY POLYPROPYLENEPLASTIC BLOCK, LENGTH ASREQUIREDKEY NOTES:1235341245216354ATTACH WIRE TO FIXTURE (3 TIGHT TURNSMIN. IN 1 1/2"MAX.)."TEK" SCREW GRID TO FIXTURE @ EACHCORNER.ATTACH HANGER WIRES TO STRUCTURE ASPER STRUCTURAL & ARCHITECTURALDETAILS.CEILING SYSTEM SPLAY/HANGER WIRES ASOCCURS, SEEPLANS.TROFFER CLAMP.FOUR (4) #12 GA.WIRE ATTACHEDTO FIXTURE ANDSTRUCTURE, ONEPER CORNERLIGHTINGFIXTURE PERDRAWINGSAND SCHEDULECEILING GRIDAS CALLED FORON ARCH.'LDRAWINGSCONDUIT ANDCONNECTOR FORELECTRICALWIRINGFINISHEDFLOORMETALCONDUITPVC SLIP/THREADFITTING FLUSH WITHFLOOREARTHCONCRETEENCASEMENTPVCCONDUIT2" MIN. ALL AROUNDMATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"E501DETAILSCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3 PV MODULE (TYPICAL)RACKING SYSTEMSUPPORT RAIL (TYPICAL)W.E.E.B. BONDING CONNECTION BETWEEN MODULE AND RACKING SYSTEM. FOLLOW RACKING AND MODULE MANUFACTURER INSTRUCTIONS. MINIMUM TWO (2) BONDING CONNECTIONS PER MODULE. (TYPICAL)W.E.E.B. BONDING LUG. CONNECTION BETWEEN SUPPORT RAIL AND EQUIPMENT GROUNDING CONDUCTOR. (TYPICAL)Q-CABLE TRANSITION J-BOX SEE SHEET PV001 FOR MORE INFORMATION#10 AWG BARE CU EGCMATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedE502DETAILSCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3NO SCALE HALF CELL MONO PERC MODULE1NO SCALE ENPHASE MICROINVERTERS212" = 1'-0" TYPICAL ARRAY GROUNDING DETAIL3 AIR FLOWAIR FLOWGENERATOR POWER FEEDER TO AUTOMATIC TRANSFER SWITCH.SEE SINGLELINE DIAGRAM FOR MORE INFORMATION.OUTPUT CIRCUIT BREAKER FEEDER SHALL BE ROUTED BELOWGRADE AND 'SEALTITE' FLEX CONDUIT PROVIDED FROM GROUNDSTUB TO CIRCUIT BREAKER ENCLOSURE.GENERATOR INSIDE NEMA 3R ENCLOSURE.FAN-COOLED RADIATOR AND COOLING AIR DISCHARGE.ENGINE EXHAUST MANIFOLD VERIFY OVERALL HEIGHT OF CRITICALSILENCER AND NOTIFY ARCHITECT.CONTROL PANEL MOUNTED INSIDE GENERATOR SET NEMA 3RENCLOSURE.BATTERY AND CHARGER MOUNTED INSIDE GENERATOR SET NEMA3R ENCLOSURE.BUILD-IN LOAD CENTER.JACKET WATER HEATER.1"C WITH BELDEN CONTROL CABLE TO REMOTE ANNUNCIATOR.1"C WITH BELDEN CONTROL BABLE TO ATS FOR TRANSFER SIGNAL. 3/4"C. (1)#3/0 BARE COPPER WIRE TO GOUND ROD.3/4"C. X 10' COPPER GROUND ROD.KEYNOTES:GENERAL NOTES:1. VERIFY FINAL GENERATOR SET DIMENSIONS WITH SHOPDRAWINGS.2. MAINTAIN MINIMUM CLEARANCES AS INDICATED.3. GENERATOR SET ENCLOSURE DOORS SHALL BE FULLYOPENABLE SIDES WITH CLEARANCES MAINTAINED.4. SEE DIMENSIONED ARCHITECTURAL PLANS FOR GENERATORYARD LAYOUT.11112721369354810GENERATOR123567489101112133'-6"3'-6"CLEAR3'-6"CLEAR3'-6"CLEARMATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedE503DETAILSCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3NO SCALE GERERATOR AND FUEL TANK DETAIL1NO SCALE SCHEMATIC GENERATOR LAYOUT2 MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:E600PANEL SCHEDULESCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3Notes:Receptacle3000 VA100.00%3000 VATotal Est. Demand Current:137.9 AReceptacles28060 VA67.82%19030 VATotal Conn. Current:148.8 APower1130 VA100.00%1130 VATotal Est. Demand:114673 VAOther5 VA100.00%5 VATotal Conn. Load:123703 VAHVAC91508 VA100.00%91508 VALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:163.6 A 149.6 A 136.8 ATotal Load:44834 VA 40975 VA 37893 VA41 SPACE-- --0 VA 0 VA -- -- SPACE4239 SPACE-- -- 0 VA 0 VA-- -- SPACE4037 SPACE-- -- 0 VA 0 VA-- -- SPACE3835 ---- --0 VA 0 VA -- -- --3633 ---- -- 0 VA 0 VA-- -- --3431 SPARE15 A 3 0 VA 0 VA3 15 A SPARE3229 ---- --0 VA 0 VA -- -- --3027 ---- -- 0 VA 0 VA-- -- --2825 SPARE20 A 3 0 VA 0 VA3 20 A SPARE2623 ---- --2105... 3324... -- -- --2421 ---- -- 2105... 3324...-- -- --2219 FEF-120 A 3 2105... 3324...3 15 A AC-102017 ---- --2521... 1108... -- -- --1815 ---- -- 2521... 1108...-- -- --1613 AC-715 A 3 2521... 1108...3 50 A DOAS1411 ---- --4820... 776 VA -- -- --129 ---- -- 4820... 776 VA-- -- --107 AC-825 A 3 4820... 776 VA3 15 A AC-8 ECONOMIZER85 ---- --1101... 2258... -- -- --63 ---- -- 1409... 2258...-- -- --41 T2D125 A 3 1795... 2258...3 15 A AC-92CKTCircuit DescriptionTrip Poles ABC Poles TripCircuit DescriptionCKTNotes: NEW PANELBOARDEnclosure:NEMA 1MCB Rating:200A 3PMounting:SURFACEWires:4Mains Rating:225ASupply From:MSDAPhases:3Mains Type:MCBLocation:ELEC. ROOM 207Volts:480/277 WyeA.I.C. Rating:30KAICBranch Panel: P2CNotes:Receptacle3000 VA100.00%3000 VATotal Est. Demand Current:94.4 AReceptacles28060 VA67.82%19030 VATotal Conn. Current:119.5 APower1130 VA100.00%1130 VATotal Est. Demand:34023 VAOther5 VA 100.00%5 VATotal Conn. Load:43053 VAHVAC10858 VA100.00%10858 VALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:153.5 A 121.4 A 91.8 ATotal Load:17951 VA 14092 VA 11010 VA41 SPARE20 A 10 VA 0 VA 1 20 A SPARE4239 SPARE20 A 10 VA 0 VA1 20 A SPARE4037 SPARE20 A 1 0 VA 0 VA1 20 A SPARE3835 SPARE20 A 10 VA 0 VA 1 20 A SPARE3633 RM 241 FURNITURE FEED20 A 1800 VA 0 VA1 20 A SPARE3431 ---- -- 600 VA 0 VA1 20 A SPARE3229 RM 241 FURNITURE FEED20 A 2600 VA 1130... 1 20 A EXPLOSION PROOF EXHAUST BLOWER 3027 ---- -- 600 VA 600 VA-- -- --2825 RM 241 FURNITURE FEED20 A 2 600 VA 600 VA-- -- --2623 ---- --0 VA 600 VA 3 20 A RM 201 FURNITURE FEED2421 SPARE25 A 20 VA 0 VA1 20 A RM 235 HAND DRYER2219 EF-2120 A 1 508 VA 0 VA1 20 A SPARE2017 ---- --0 VA 5 VA 1 20 A EF-251815 SPARE25 A 20 VA 332 VA1 20 A EF-23, EF-241613 ---- -- 1471... 508 VA1 20 A EF-20, EF-221411 HP-7/FC-725 A 21471... 0 VA 1 20 A RM 232 HAND DRYER129 ---- -- 920 VA 0 VA1 20 A SPARE107 HP-5/FC-525 A 2 920 VA 1384...-- -- --85 ---- --5820... 1384... 2 25 A HP-6/FC-663 ---- -- 9860... 980 VA-- -- --41 P1D80 A 3 1038... 980 VA2 25 A HP-102CKTCircuit DescriptionTrip Poles ABC Poles TripCircuit DescriptionCKTNotes: NEW PANELBOARDEnclosure:NEMA 1MCB Rating:225A 3PMounting:SURFACEWires:4Mains Rating:225ASupply From:TP2DPhases:3Mains Type:MCBLocation:ELEC. ROOM 207Volts:120/208 WyeA.I.C. Rating:10KAICBranch Panel: P2DNotes:Total Est. Demand Current:51.7 ATotal Conn. Current:72.3 AReceptacle1200 VA100.00%1200 VATotal Est. Demand:18630 VAReceptacles24860 VA70.11%17430 VATotal Conn. Load:26060 VAPower0 VA 0.00%0 VALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:91.7 A 87.3 A 48.5 ATotal Load:10380 VA 9860 VA 5820 VA53 SPARE20 A 10 VA 0 VA 1 20 A SPARE5451 SPARE20 A 10 VA 0 VA1 20 A SPARE5249 SPARE20 A 1 0 VA 0 VA1 20 A SPARE5047 SPARE20 A 10 VA 0 VA 1 20 A SPARE4845 ---- -- 300 VA 0 VA1 20 A SPARE4643 RM 144 FURNITURE FEED20 A 2 300 VA 0 VA1 20 A SPARE4441 ---- --600 VA 540 VA 1 20 A RM 131 REC4239 RM 144 FURNITURE FEED20 A 2600 VA 600 VA-- -- --4037 RM 133, 134 REC20 A 1 720 VA 600 VA2 20 A RM 131 FURNITURE FEED3835 RM 133 REC20 A 1720 VA 0 VA 1 20 A RM 168 HAND DRYER3633 RM 169 LOCKER20 A 1800 VA 0 VA1 20 A SPARE3431 RM 169 LOCKER20 A 1 800 VA 0 VA1 20 A SPARE3229 RM 169 LOCKER20 A 1800 VA 0 VA 1 20 A RM 163 HAND DRYER3027 ---- -- 400 VA 0 VA1 20 A SPARE2825 RM 164 LOCKER20 A 2 400 VA 0 VA1 20 A SPARE2623 ---- --400 VA 180 VA 1 20 A RM 131 COPIER2421 RM 164 LOCKER20 A 2400 VA 400 VA-- -- --2219 ---- -- 400 VA 400 VA2 20 A RM 169 LOCKER2017 RM 164 LOCKER20 A 2400 VA 400 VA -- -- --1815 ---- -- 400 VA 400 VA2 20 A RM 169 LOCKER1613 RM 164 LOCKER20 A 2 400 VA 400 VA-- -- --1411 ---- --400 VA 400 VA 2 20 A RM 169 LOCKER129 RM 164 LOCKER20 A 2400 VA 4000...-- -- --107 RM 164 LOCKER20 A 1 800 VA 4000...2 50 A RM 146 RANGE85 RM 164 LOCKER20 A 1800 VA 180 VA 1 20 A RM 146 GD63 RM 164 LOCKER20 A 1800 VA 360 VA1 20 A RM 146 REC41 RM 164 LOCKER20 A 1 800 VA 360 VA1 20 A RM 146 REC2CKTCircuit DescriptionTrip Poles ABC Poles TripCircuit DescriptionCKTNotes: NEW PANELBOARDEnclosure:NEMA 1MCB Rating:125A 3PMounting:SURFACEWires:4Main Bus Rating:225ASupply From:Phases:3Mains Type:MCBLocation:Volts:120/208 WyeA.I.C. Rating:10KAICBranch Panel: P1DNotes:Total Est. Demand Current:188.5 ATotal Conn. Current:188.5 ATotal Est. Demand:67916 VATotal Conn. Load:67916 VAPower67916 VA100.00%67916 VALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:190.2 A 187.3 A 188.9 ATotal Load:22796 VA 22481 VA 22639 VA59 SPARE20 A 10 VA 0 VA 1 20 A ALSO ENERGY MONITORING6057 SPARE20 A 10 VA 0 VA1 20 A SPARE5855 SPARE20 A 1 0 VA 0 VA1 20 A SPARE5653 SPARE20 A 10 VA 0 VA 1 20 A SPARE5451 SPARE20 A 10 VA 0 VA1 20 A SPARE5249 SPARE20 A 1 0 VA 0 VA1 20 A SPARE5047 ---- --1572... 943 VA -- -- --4845 PV STRING #1220 A 21572... 943 VA2 20 A PV STRING #244643 ---- -- 1415... 1415...-- -- --4441 PV STRING #1120 A 21415... 1415... 2 20 A PV STRING #234239 ---- -- 943 VA 1415... -- -- --4037 PV STRING #1020 A 2 943 VA 1415...2 20 A PV STRING #223835 ---- --1415... 1415... -- -- --3633 PV STRING #920 A 21415... 1415...2 20 A PV STRING #213431 ---- -- 1415... 1572...-- -- --3229 PV STRING #820 A 21415... 1572... 2 20 A PV STRING #203027 ---- -- 1415... 1572...-- -- --2825 PV STRING #720 A 2 1415... 1572...2 20 A PV STRING #192623 ---- --1415... 1572... -- -- --2421 PV STRING #620 A 21415... 1572...2 20 A PV STRING #182219 ---- -- 1415... 1415...-- -- --2017 PV STRING #520 A 21415... 1415... 2 20 A PV STRING #171815 ---- -- 1415... 1572...-- -- --1613 PV STRING #420 A 2 1415... 1572...2 20 A PV STRING #161411 ---- --1415... 1415... -- -- --129 PV STRING #320 A 21415... 1415...2 20 A PV STRING #15107 ---- -- 1415... 1415...-- -- --85 PV STRING #220 A 21415... 1415... 2 20 A PV STRING #1463 ---- -- 1415... 1572...-- -- --41 PV STRING #120 A 2 1415... 1572...2 20 A PV STRING #132CKTCircuit DescriptionTrip Poles ABC Poles TripCircuit DescriptionCKTNotes: NEW PANELBOARD, NEMA 3R//Enclosure:NEMA 3RMCB Rating:250A 3PMounting:SURFACEWires:4Main Bus Rating:400ASupply From:Phases:3Mains Type:MCBLocation:Volts:120/208 WyeA.I.C. Rating:10KAICBranch Panel: PVNotes:Total Est. Demand Current:124.9 ATotal Conn. Current:99.9 ATotal Est. Demand:45000 VATotal Conn. Load:36000 VAEV36000 VA125.00%45000 VALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:120 A90 A90 ATotal Load:14400 VA 10800 VA 10800 VA41 SPACE-- --0 VA 0 VA -- -- SPACE4239 SPACE-- -- 0 VA 0 VA -- -- SPACE4037 SPACE-- -- 0 VA 0 VA-- -- SPACE3835 SPACE-- --0 VA 0 VA -- -- SPACE3633 SPACE-- -- 0 VA 0 VA -- -- SPACE3431 SPACE-- -- 0 VA 0 VA-- -- SPACE3229 SPACE-- --0 VA 0 VA -- -- SPACE3027 SPACE-- -- 0 VA 0 VA -- -- SPACE2825 SPACE-- -- 0 VA 0 VA-- -- SPACE2623 SPARE20 A 10 VA 0 VA 1 20 A SPARE2421 SPARE20 A 10 VA 0 VA1 20 A SPARE2219 SPARE20 A 1 0 VA 0 VA1 20 A SPARE2017 SPARE20 A 10 VA 0 VA 1 20 A SPARE1815 SPARE20 A 10 VA 0 VA1 20 A SPARE1613 SPARE20 A 1 0 VA 0 VA1 20 A SPARE1411 ---- --3600... 0 VA 1 20 A SPARE129 EVCS40 A 23600... 0 VA1 20 A SPARE107 ---- -- 3600... 3600...-- -- --85 EVCS40 A 23600... 3600... 2 40 A EVCS63 ---- -- 3600... 3600...-- -- --41 EVCS40 A 2 3600... 3600...2 40 A EVCS2CKTCircuit DescriptionTrip Poles ABC Poles TripCircuit DescriptionCKTNotes: NEW PANELBOARD, NEMA 3REnclosure:NEMA 3RMCB Rating:200A 3PMounting:SURFACEWires:4Mains Rating:225ASupply From:DBAPhases:3Mains Type:MCBLocation:Volts:120/208 WyeA.I.C. Rating:10KAICBranch Panel: EVP2C P2D EVPV P1DPANELS1 04.14.21 CONSTRUCTION CHANGE 01111 MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:E601PANEL SCHEDULESCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3Notes:Total Est. Demand Current:150.4 AReceptacles7045 VA100.00%7045 VATotal Conn. Current:150.4 APower720 VA100.00%720 VATotal Est. Demand:54173 VAOther200 VA100.00%200 VATotal Conn. Load:54173 VAHVAC46208 VA100.00%46208 VALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:170.4 A 149.8 A 135.2 ATotal Load:20209 VA 17740 VA 16224 VA41 SPACE-- --0 VA 0 VA -- -- SPACE4239 SPACE-- -- 0 VA 0 VA-- -- SPACE4037 SPACE-- -- 0 VA 0 VA-- -- SPACE3835 SPACE-- --0 VA 0 VA -- -- SPACE3633 SPACE-- -- 0 VA 0 VA-- -- SPACE3431 SPACE-- -- 0 VA 0 VA-- -- SPACE3229 ---- --360 VA 0 VA 1 20 A SPARE3027 ---- -- 780 VA 0 VA1 20 A SPARE2825 EP1B125 A 3 720 VA 0 VA1 20 A SPARE2623 SPARE20 A 10 VA 180 VA 1 20 A RM 132 AV RACK2421 SPARE20 A 10 VA 360 VA1 20 A DOOR CONTROLLER2219 SPARE20 A 1 0 VA 180 VA1 20 A CODE BLUE PHONE2017 SPARE20 A 10 VA 2676... -- -- --1815 SPARE20 A 10 VA 2592...-- -- --1613 SPARE20 A 1 0 VA 3936...3 70 A EP2B1411 SPARE20 A 10 VA 6324... -- -- --129 RM 131 VENDING MACH20 A 11000... 6324...-- -- --107 RM 131 VENDING MACH20 A 1 1000... 6324...3 80 A CRAC-285 RM 146 FRIDGE20 A 1360 VA 6324... -- -- --63 ICE DISPENSER, FOUNTAIN20 A 1360 VA 6324...-- -- --41 ICE MAKER20 A 1 1725... 6324...3 80 A CRAC-12CKTCircuit DescriptionTrip Poles ABC Poles TripCircuit DescriptionCKTNotes: NEW PANELBOARDEnclosure:NEMA 1MCB Rating:225A 3PMounting:SURFACEWires:4Mains Rating:225ASupply From:Phases:3Mains Type:MCBLocation:ELECT. 142Volts:120/208 WyeA.I.C. Rating:10KAICBranch Panel: EP1DNotes:Total Est. Demand Current:25.5 AReceptacles1160 VA100.00%1160 VATotal Conn. Current:25.5 APower180 VA100.00%180 VATotal Est. Demand:9204 VAOther200 VA100.00%200 VATotal Conn. Load:9204 VAHVAC7664 VA100.00%7664 VALoad ClassificationConnected Load Demand Factor Estimated DemandPanel TotalsLegend:Total Amps:32.9 A 21.6 A 22.4 ATotal Load:3936 VA 2592 VA 2676 VA41 SPACE-- --0 VA 0 VA -- -- SPACE4239 SPACE-- -- 0 VA 0 VA-- -- SPACE4037 SPACE-- -- 0 VA 0 VA-- -- SPACE3835 SPACE-- --0 VA 0 VA -- -- SPACE3633 SPACE-- -- 0 VA 0 VA-- -- SPACE3431 SPACE-- -- 0 VA 0 VA-- -- SPACE3229 SPACE-- --0 VA 0 VA -- -- SPACE3027 SPACE-- -- 0 VA 0 VA-- -- SPACE2825 SPACE-- -- 0 VA 0 VA-- -- SPACE2623 SPARE20 A 10 VA 0 VA 1 20 A SPARE2421 SPARE20 A 10 VA 0 VA1 20 A SPARE2219 SPARE20 A 1 0 VA 0 VA1 20 A SPARE2017 SPARE20 A 10 VA 0 VA 1 20 A SPARE1815 SPARE20 A 10 VA 0 VA1 20 A SPARE1613 ---- -- 1244... 0 VA1 20 A SPARE1411 HP-11/FC-1125 A 21244... 0 VA 1 20 A SPARE129 ---- -- 980 VA 180 VA1 20 A SFD107 HP-8/FC-825 A 2 980 VA 360 VA1 20 A RM 237 AV RACK85 ---- --880 VA 552 VA -- -- --63 HP-9/FC-925 A 2880 VA 552 VA-- -- --41 RM 146 FRIDGE20 A 1 800 VA 552 VA3 15 A C-1, C-2 ON ROOF 2CKTCircuit DescriptionTrip Poles ABC Poles TripCircuit DescriptionCKTNotes: NEW PANELBOARDEnclosure:NEMA 1MCB Rating:70A 3PMounting:SURFACEWires:4Mains Rating:100ASupply From:EP1DPhases:3Mains Type:MCBLocation:ELEC. ROOM 207Volts:120/208 WyeA.I.C. Rating:10KAICBranch Panel: EP2BEP1D EP2BPANELS MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:E700TITLE 24 -ELECTRICALCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3 MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:E701TITLE 24 -ELECTRICALCARLSBAD SAFTEY CENTERIMEGCF2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3 TECHNOLOGY SYMBOL LISTSYMBOL:DESCRIPTION:NOTE:EQUIPMENT LIST ABBREV.:1.(NEW) CREDENTIAL READERAC-CR1-W3.(EXISTING) CREDENTIAL READERAC-CR-WCR1CRSP2SP1.PERFORMANCE AUDIO SPEAKER (CEILING) - TYPE 1AV-SP1-C.(EXISTING) PERFORMANCE SPEAKER (TYPE 2)AV-SP2-CBLT.SINGLE GANG BLUETOOTH RECEIVER (WALL)VC1.VOLUME CONTROLAV-VC1-WAV-BLT-1S1FACILITY PAGING SPEAKER (CEILING) TYPE 1PA-S1-C.C#C#.INFORMATION OUTLET (CEILING)SC-IO-C.INFORMATION OUTLET (WALL)SC-IO-WAP2.ACCESS POINT (NEW)N-AP2-CAP1.ACCESS POINT (EXISTING)N-AP1-C.(EXISTING) 360 DEG. DOME CAMERA (CEILING)VS-CM3-C.(EXISTING) 90 DEG DOME CAMERA (CEILING)VS-CM1-C.(EXISTING) 90 DEG. BULLET CAMERA (WALL)VS-CM2 WCAM(EXISTING ) CAMERA2.VS-CAM-1HH1.IN GROUND HAND HOLE VAULT BOXSC-HH-1IS1.(NEW) INTERCOM STATIONAV-IS1-WIS2.(EXISTING) INTERCOM STATIONAV-IS-WWP2WP1.(EXISTING) CUSTOM AV I/O PLATE RGB HDMI (TYPE 1)AV-WP1-W.(EXISTING) CUSTOM AV I/O PLATE EXTRON CUSTOM(TYPE 2)AV-WP2-WAV1.(EXISTING) DISPATCH SYSTEM IN WALLAV-INT-WCP1.(EXISTING) AV CONTROL PANEL SCREENS (TYPE 1)AV-CP1-WCP2.(EXISTING) AV CONTROL PANEL (TYPE 2)AV-CP2-WFB1.(EXISTING) AV / ELEC FLOORBOX (TYPE 1)AV-FB1-FTECHNOLOGY ABBREVIATION KEYENTRANCE FACILITYEF-#MAIN CROSS-CONNECTMC-#TELECOMMUNICATIONS ROOMTR-#ABOVE FINISHED FLOORAFFBELOW FINISHED CEILINGBFCCONDUITCSIMILARSIMTYPICALTYPMOUNTING HEIGHT ABOVE FINISHED FLOOR+#JUNCTION BOXJ-BOXABBR:DESCRIPTION:UNLESS NOTED OTHERWISEUNOAUDIO ZONE INDICATIONZ-#IN MODULAR FURNITUREMTECHNOLOGY GENERAL NOTES:1. ###-### INDICATES GENERAL TECHNOLOGY EQUIPMENT SCHEDULE ITEM LABELED AS "EQUIPMENT LIST ABBREVIATION"2. REFER TO GENERAL TECHNOLOGY EQUIPMENT SCHEDULE AND SPECIFICATIONS FOR FULL DESCRIPTIONS AND MANUFACTURERS OF ALL DEVICES.TECHNOLOGY MOUNTING SUBSCRIPT KEY:A MOUNT AT +6" TO CENTERLINE ABOVE COUNTER OR BACKSPLASHH MOUNT ORIENTED HORIZONTALLYL MOUNT IN CASEWORKM MOUNT IN MODULAR FURNITURES MOUNT IN SURFACE RACEWAYA SLASH IS USED BETWEEN TWO SUBSCRIPTS, E.G., A/H.1. THE LOCATION OF THE CONDUIT, HAND HOLES AND/OR MAINTENANCE HOLES SHOWN ARE APPROXIMATE LOCATIONS. FIELD VERIFY THE LOCATION OF ALL UTILITIES PRIVATE AND/OR PUBLIC PRIOR TO THE INSTALLATION OF THE COMPONENT. FIELD COORDINATE THE FINAL LOCATION WITH THE OWNER AND ENGINEER PRIOR TO INSTALLATION. 2. POTHOLING TO LOCATE EXISTING UNDERGROUND UTILITIES, IF APPLICABLE, SHALL BE INCLUDED IN THE CONTRACTOR'S BID. CONTRACTOR IS RESPONSIBLE FOR FINAL PLACEMENT OF HAND HOLES AND/OR MAINTENANCE HOLES AND SHALL NOTIFY THE ENGINEER OF FINAL LOCATIONS PRIOR TO INSTALLATION.3. HAND HOLES AND/OR MAINTENANCE HOLES SHALL BE CONSTRUCTED SO THAT THE TOP OF THE FRAME WILL BE FLUSH WITH THE GROUND LINE.4. REMOVAL AND REPLACEMENT OF THE EXISTING UNDERGROUND UTILITIES THAT ARE REQUIRED TO COMPLETE THE INSTALLATION SHALL BE INCLUDED IN THE CONTRACTOR'S BID.5. CONTRACTOR SHALL INCLUDE IN THEIR BID ANY REMOVAL AND REPLACEMENT OF EXISTING SIDEWALK, PAVEMENT, GRASS, SHRUBS, TREES, ETC. THAT WILL BE IMPACTED BY THE INSTALLATION OF THE NEW CONDUITS SHOWN ON THE DRAWINGS. IF TREES ARE REQUIRED TO BE REMOVED THE CONTRACTOR SHALL CONTACT THE OWNER AND DISCUSS OPTIONS PRIOR TO CUTTING DOWN ANY TREE OR SHRUB OVER 5' IN HEIGHT.6. NO ADDITIONAL COST SHALL BE APPROVED FOR PLACING CONDUITS DEEPER THAN REQUIRED MINIMUM DEPTH [TO AVOID EXISTING UNDERGROUND UTILITIES.]7. PROVIDE A MINIMUM OF 25'-0" SLACK LOOP WITHIN EACH HAND HOLES AND/OR MAINTENANCE HOLES. SLACK LOOP SHALL BE SECURE SO COPPER [OR FIBER] IS NOT RESTING ON EARTH AFTER FINAL INSTALLATION.TECHNOLOGY OUTSIDE PLANT NOTES1. THE COMPLETE INSTALLATION SHALL BE IN ACCORDANCE WITH THE ADA STANDARDS FOR ACCESSIBLE DESIGN. REFER TO THE ADA GUIDELINES FOR ALL CONFIGURATION DETAILS ON THIS PAGE FOR ADDITIONAL INFORMATION.2. CONCEAL ALL CONDUIT IN WALLS, PARTITIONS, ABOVE CEILING, IN FLOOR SLAB, ETC. UNLESS OTHERWISE INDICATED ON THE PLANS OR IN THE SPECIFICATIONS. CONDUIT IN MECHANICAL ROOMS AND STORAGE ROOMS WITHOUT CEILINGS MAY BE EXPOSED ON BUILDING STRUCTURE.3. BOXES LOCATED ON OPPOSITE SIDES OF NON-RATED WALLS SHALL BE OFFSET A MINIMUM OF 6" HORIZONTALLY. BOXES ON OPPOSITE SIDES OF FIRE RATED WALLS SHALL BE OFFSET A MINIMUM OF 24" HORIZONTALLY. "THRU-THE-WALL" BOXES SHALL NOT BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE ARCHITECT/ENGINEER.4. VERIFY ALL FURNITURE, MODULAR FURNITURE, AND EQUIPMENT LOCATIONS WITH ARCHITECTURAL PLANS, ELEVATIONS, AND REVIEWED SHOP DRAWINGS. PRIOR TO MAKING THE ACTUAL TELECOMMUNICATIONS INSTALLATION, ADJUST OUTLETS OR CONNECTION LOCATIONS TO ACCOMMODATE FURNITURE AND/OR EQUIPMENT.5. TELECOMMUNICATIONS EQUIPMENT SHALL BE MOUNTED TO ALLOW ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT. ALL MOUNTING OF TELECOMMUNICATION DEVICES ON EQUIPMENT SUPPLIED BY ANOTHER CONTRACTOR SHALL BE APPROVED IN ADVANCE BY THE OTHER CONTRACTOR.6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OPENINGS REQUIRED IN WALLS. ALL OPENINGS SHALL BE REPAIRED TO MATCH EXISTING BY A QUALIFIED CONTRACTOR AT THE EXPENSE OF THIS CONTRACTOR. ALL CONDUITS THROUGH WALLS SHALL BE GROUTED OR SEALED INTO OPENINGS.7. ALL MATERIALS USED TO SEAL PENETRATIONS OF FIRE RATED WALLS AND FLOORS SHALL BE TESTED AND CERTIFIED AS A SYSTEM PER ASTM E814 STANDARDS FOR FIRE TESTS OF THROUGH-PENETRATION FIRESTOPS. REFER TO[27 05 03 AND 28 05 03] [DIVISION 7] [26 05 03]FOR ADDITIONAL INFORMATION AND REQUIREMENTS SPECIFIC TO FIRESTOPPING. 8. REMOVE AND REINSTALL ALL CEILING TILES AS REQUIRED FOR THE EXECUTION OF TELECOMMUNICATIONS WORK THAT IS OUTSIDE THE CONTRACT LIMITS OF CONSTRUCTION. REPLACE CEILING TILES WITH IDENTICAL MATERIAL WHERE DAMAGED BY THIS CONTRACTOR. 9. ALL LADDER RACK [AND CABLE TRAY]SIZES ARE AS DEFINED ON THE DRAWINGS. REFER TO SPECIFICATION SECTION[S] 27 05 28 [AND 27 11 00]FOR APPROVED MANUFACTURERS AND INSTALLATION REQUIREMENTS.10. FLUSH MOUNT ALL TELECOMMUNICATION OUTLETS AT +18" FROM FLOOR (CENTERLINE DIMENSION), EXCEPT WHERE OTHERWISE NOTED. OUTLETS MAY BE SURFACE MOUNTED WHEN CONDUIT IS SPECIFIED EXPOSED. TECHNOLOGY INSTALLATION NOTES:1. THE EXISTING VIDEO SURVEILLANCE SYSTEM TO REMAIN OPERATIONAL DURING THE INSTALLATION OF THE NEW VIDEO SURVEILLANCE SYSTEM.THE SYSTEM SHALL NOT BE DISRUPTED UNLESS COORDINATED IN ADVANCE WITH THE OWNER AND ENGINEER AND AT THEIR DISCRETION ON DATE AND TIME.TECHNOLOGY PHASING NOTESGENERAL NOTES:1. ALL SYMBOLS AND ABBREVIATIONS LISTED MAY NOT BE APPLICABLE TO THIS PROJECT. REFER TO THE GENERAL TECHNOLOGY EQUIPMENT SCHEDULE FOR MORE COMPLETE DESCRIPTION AND ITEMS.2. ALL SYMBOLS AND ABBREVIATIONS REFER TO TECHNOLOGY SHEETS ONLY AS DEFINED ON THE SHEET INDEX. REFER TO THE GENERAL TECHNOLOGY NOTES FOR ADDITIONAL INFORMATION.3. ALL SYMBOLS LISTED ABOVE ARE FOR REFERENCE ONLY. REFER TO PLANS AND LINE TYPE KEY FOR NEW, EXISTING TO REMAIN AND TO BE REMOVED ITEMS FOR ADDITIONAL INFORMATION.4. REFER TO RISERS ON SHEET(S): T500.TECHNOLOGY SYMBOL NOTES:1. REMOVE, STORE, PROTECT AND RE-INSTALL IN NEW LOCATION IN NEW CEILING / WALL. UPON RE-INSTALLATION TEST THAT DEVICE IS FUNCTIONING AS IT WAS PRIOR TO REMOVAL AND REPAIR AND OR REPLACE TO ACHIEVE FUNCTIONALITY AS NEEDED. 2. REMOVE DEVICE, REMOVE WIRE BACK TO SOURCE. DO NOT REMOVE CAMERAS UNTIL NEW CAMERAS ARE INSTALLED AND FUNCTIONING. 3. (EXISTING) PROTECT IN PLACE. SOLID LINE PROTECT IN PLACE, DASHED LINE REMOVE AND REINSTALL AT NEW LOCATION SEE T203, T204.CABLE TRAY, CHANNEL TRAY, BASKET TRAYLADDER RACKWIDTH X HEIGHTWIDTH X HEIGHTDIAMETERø CCONDUITCONDUIT DOWNCONDUIT UP OR UP/DOWNCONDUIT SLEEVECONTINUATIONPLAN OR DETAIL NUMBERPLAN OR DETAIL NAMEPLAN OR DETAIL SCALEDETAIL REFERRED TO BY SECTION CUTSHEET DETAIL IS LOCATED ONNAME1VIEW NAME1/8" = 1'-0"1M1011432T101SIMDETAIL REFERRED TO BY ELEVATIONSHEET DETAIL IS LOCATED ONINDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONSSIMINDICATES SIMILAR DETAIL REFERENCED IN MULTIPLE LOCATIONSLEVEL NAME10' - 0"HEIGHT ABOVE PROJECT 0' - 0" 1INDICATES NOTE USED TO DESCRIBE ADDITIONAL INFORMATION ABOUT WORK REQUIRED, SPECIFIC TO THE SHEET AND/OR DETAIL NORHTINDICATES DIRECTION OF TRUE NORTHVIEW KEYNEW WORK BY THIS CONTRACTOR (DARK SOLID LINE)NEW WORK UNDERFLOOR OR UNDERGROUND BY THIS CONTRACTOR (DARK LONG DASHED LINE)NEW WORK BY OTHERS AND/OR EXISTING TO REMAIN (LIGHT SOLID LINE)EXISTING TO BE REMOVED BY THIS CONTRACTOR(DARK SHORT DASHED LINE)LINE TYPE KEY:SECURITY CONTRACTORS.C.AUDIO/VISUAL CONTRACTORA.V.C.CIVIL CONTRACTORC.C.FIRE PROTECTION CONTRACTORF.P.C.GENERAL CONTRACTORG.C.ELECTRICAL CONTRACTORE.C.CONTRACTOR ABBREVIATION KEYABBR: DESCRIPTION:TECHNOLOGY CONTRACTORT.C.CONSTRUCTION MANAGERC.M.48" MAX.20" MAX.44" MAX.20"-25" MAX.48" MAX.15" MIN.48" MAX.46" MAX.10" MAX.10"-24" MAX.ADA GUIDELINES -FRONT ACCESS ADA STANDARDS FOR ACCESSIBLE DESIGNINSTALL ABOVE COUNTER DEVICE AT 44" ABOVE FINISHED FLOOR.INSTALL ABOVE COUNTER DEVICE AT 40" ABOVE FINISHED FLOOR.INSTALL DEVICE AT 18" ABOVE FINISHED FLOOR.ADA GUIDELINES -SIDE ACCESS INSTALL DEVICE AT 44" ABOVE FINISHED FLOOR.INSTALL DEVICE AT 42" ABOVE FINISHED FLOOR.• 2019 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 1• 2019 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2(2015 INTERNATIONAL BUILDING CODE (IBC) W/CALIFORNIA AMENDMENTS)• 2019 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS(CCR) TITLE 24, PART 3(2014 NATIONAL ELECTRICAL CODE (NEC) W/CALIFORNIA AMENDMENTS)• 2019 CALIFORNIA ENERGY EFFICIENCY STANDARDS CODE CALIFORNIA CODE OFREGULATIONS (CCR) TITLE 24, PART 6• 2019 CALIFORNIA FIRE CODE (CFC) CALIFORNIA CODE OF REGULATIONS (CCR)TITLE 24, PART 9(2015 INTERNATIONAL FIRE CODE (IFC) W/CALIFORNIA AMENDMENTS)• 2019 CALIFORNIA REFERENCED STANDARDS CODE CALIFORNIA CODE OFREGULATIONS (CCR) TITLE 24, PART 12• AMERICANS WITH DISABILITIES ACT (ADA) TITLE II - ACCESSIBILITY GUIDELINESFOR BUILDINGS AND FACILITIES (ADAG)1990 STATE FIRE MARSHAL REGULATIONS AND AMENDMENTS TO-DATE• CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, CALIFORNIA STATEACCESSIBILITY STANDARDSCALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19APPLICABLE CODESCONTRACTOR SHALL COMPLY WITH APPLICABLE CODES AND LOCAL AMENDMENTS.TECHNOLOGY SHEET INDEXT000TECHNOLOGY COVERSHEETT102LEVEL 01 - TECHNOLOGY RENOVATION SITE PLANT201LEVEL 01 - TECHNOLOGY DEMOLITION PLANT201.1LEVEL 01 - TECHNOLOGY EOC DEMOLITION PLANT202LEVEL 02 - TECHNOLOGY DEMOLITION PLANT203LEVEL 01 - TECHNOLOGY RENOVATION PLANT203.1LEVEL 01 - TECHNOLOGY EOC RENOVATION PLANT204LEVEL 02 - TECHNOLOGY RENOVATION PLANT400ENLARGED PLANS - TECHNOLOGY / DETAILST500DETAILST501DETAILST600SCHEDULET601SCHEDULET700RISERSGRAND TOTAL: 14SUGGESTED MATRIX OF RESPONSIBILITYITEM:SHOWN ON:FURNISHEDBY:INSTALLEDBY:NOTES:TECHNOLOGY ROUGH-IN, REFER TOGENERAL TECHNOLOGY EQUIPMENTSCHEDULE AND SPECIFICATIONS FORDEFINITIONT-SERIES E.C.E.C. 3. 4.INFORMATION OUTLET FACEPLATES,JACKS, AND TERMINATIONST-SERIES T.C.T.C.CONDUIT SLEEVES (WHEN SHOWN ONDRAWINGS)T-SERIES E.C.E.C.CONDUIT SLEEVES (NOT SHOWN BUTREQUIRED FOR PROPER INSTALLATIONOF SYSTEM)N/AT.C.T.C. 2. 4.TELECOMMUNICATION SYSTEMSROUGH-INT-SERIES E.C.E.C.1.TELECOMMUNICATION EQUIPMENT,CABLING, AND TERMINATIONST-SERIES T.C.T.C.CABLE TRAY (INCLUDING WIRE BASKETTRAY) REFER TO SPECIFICATIONSECTION 27 05 28 FOR DEFINITIONT-SERIES E.C.E.C.LADDER RACKT-SERIES T.C.T.C.5.GROUNDING LUGS ON TECHNOLOGYEQUIPMENTT-SERIES T.C.E.C.6.BONDING SYSTEM FOR TECHNOLOGYSYSTEM, REFER TO SPECIFICATIONSECTION 27 05 26 FOR DEFINITIONT-SERIES E.C.E.C. 7. 8.CONNECTION OF TECHNOLOGYBONDING SYSTEM TO THE ELECTRICALGROUND SYSTEMT-SERIES E.C.E.C.LINE VOLTAGE POWER (+120V ORGREATER)E-SERIES E.C.E.C.LINE VOLTAGE POWER (NOT SHOWNBUT REQUIRED FOR PROPERINSTALLATION OF SYSTEM)N/AT.C.E.C. 2. 4.LINE VOLTAGE POWER FOR DOORHARDWARE POWER SUPPLIESARCH SPEC E.C.E.C.LOW VOLTAGE CABLING FORTECHNOLOGY SYSTEMST-SERIES T.C.T.C.CABLE HANGERS AND SUPPORTS OROTHER CABLE ROUTING METHODS(OTHER THAN CONDUIT AND CABLETRAY)T-SERIES T.C.T.C.5.TECHNOLOGY SERVICE ENTRANCECONDUITS, HANDHOLES, ANDMANHOLEST-SERIES E.C.E.C.FLOOR BOX (ROUGH-IN)T & E SERIES E.C.E.C.SUGGESTED MATRIX OF RESPONSIBILITY NOTES1. LOCATIONS OF TELECOMMUNICATIONS ROUGH-INS SHALL BE INDICATED BY THE INFORMATIONOUTLET SYMBOLS ON THE DRAWINGS. REFER TO THE TECHNOLOGY SYMBOL LIST FORADDITIONAL INFORMATION.2. BASED ON THE INHERENT DIFFERENCES IN PRODUCTS FROM VARIOUS MANUFACTURERS, ALLREQUIRED EQUIPMENT MAY NOT BE SHOWN ON THE DRAWINGS FOR ALL ACCEPTABLEMANUFACTURERS.3. INCLUDES BACKBOXES AND CONDUIT REQUIRED FOR THE TECHNOLOGY SYSTEMSINSTALLATION. THE E.C. SHALL BASE THE BID ON THE BASIS OF DESIGN SHOWN ON THECONTRACT DOCUMENTS.4. ALL CHANGES TO THE SLEEVES, BACKBOXES, CONDUITS, AND POWER REQUIRED BECAUSE OFTHE T.C.'S SELECTION OF AN ALTERNATE ACCEPTABLE MANUFACTURER OR FROM SYSTEMCONFIGURATIONS THAT ARE LEFT TO THE CHOICE OF THE CONTRACTOR SHALL BE INCLUDEDIN THE T.C.'S BID. THIS BID SHALL INCLUDE INSTALLATION BY A LICENSED ELECTRICIAN.5. UNLESS TRADE RULES DICTATE OTHERWISE.6. FURNISHED AS PART OF THE EQUIPMENT WHEN POSSIBLE, OR FURNISHED TO THE E.C. FORINSTALLATION IN THE FIELD.7. INCLUDES ALL CONDUCTORS, GROUND BARS, AND TERMINATIONS FOR THE COMPLETEBONDING SYSTEM REQUIRED BY THE SPECIFICATIONS.8. REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF PANELS AND SWITCHBOARDS SHOWNIN THE TECHNOLOGY BONDING RISER DIAGRAM AND TYPICAL TELECOM ROOM BONDING FLOWDIAGRAM.MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedT000TECHNOLOGY COVERSHEETCARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0123TELECOM ROOM REFERENCESTELECOM ROOMDETAIL / SHEETREFERENCEFLOOR PLANREFERENCEARCH ROOM NUMBERTR-11/T2031/T400IDF ROOM 132TR-21/T2045/T400WORKROOM /IDF ROOM2371 04.14.21 CONSTRUCTION CHANGE 0111 INTERVIEWCELLSAFETY CELLHALLWAYMENWOMENENTRYCELLRECORDS SUPERVISORCUST CLOSETPRISONER INTAKECELLCORRIDOR(N)COMMAND CENTERHH1SC-FDC-212SC-FDC-21EXISTING FIBER PATCH PANEL32TR-142MASTER MPOE / MDF ROOM143ELEC. ROOM174MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1" = 20'-0"T102LEVEL 01 -TECHNOLOGY RENOVATIONSITE PLANCARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3NORHT1" = 20'-0" LEVEL 01 - TECHNOLOGY RENOVATION SITE PLAN1KEYNOTES:1. MULTIMODE FIBER CABINET REFER TO EQUIPMENT SCHEDULE FOR SC-CAB-1. COORDINATE MOUNTING WITH ELECTRICAL PANELS.2. 1 1/2" UNDERGROUND RIGID CONDUIT ENCASED IN CONCRETE. SEE E-SHEETS DETAILS FOR EF FACILITY UNDERGROUND CONDUIT DETAIL. 3. TWO OM4 50/125 MULTIMODE 12 STRAND FIBER WITH LC CONNECTORS. PULL ONE EACH FROM MPOE MDF FIBER DISTRIBUTION PANEL FREE AIR TO ELECTRICAL ROOM THEN THROUGH UNDERGROUND CONDUIT TO EACH SC-CAB-1 DESTINATION. COIL 20' AND TERMINATE INSIDE CAB. RUNS ARE APPROXIMATELY 300' EACH.4. FREE AIR ON J-HOOKS THREE CAT6 CABLES FROM TR-1 PATCH PANEL TO CONDUIT THEN THROUGH CONDUIT AND INTO ID-ECS-1.GENERAL NOTES1. PLEASE REFER AND COORDINATE ALL LOW VOLTAGE UNDERGROUND WITH ELECTRICAL UNDERGROUND ON E-101 AND E-102.# FDFDFDCAMCAMCRCAMCAMCAMCAMCRCAMCAMCAMCAMC1-WAPCAMCRCAMAP1CRCAMCRCAMCRCAMCRCRCRC1-WAPCAMCAMCRCAMCAMCRCAMCAMCAMCRCRCAMC1-WAPCAMCAMCAMCRCRCRCR1CAMCRCRAP1AP1CRISISISISISCRCR1CSS1234678910111213ABCDEFGHAAINTERVIEWCELLSAFETY CELL?CELLCUST CLOSETPRISONER INTAKECELLCORRIDOREMPLOYEE PARKING ENTRANCEOFFICER PARKING ENTRANCE501-1301-09CR-0101-0101-0801-07CR-0401-0301-0401-0501-0601-10101-14CR-0201-0201-12CR-05CR-0601-15CR-1001-116CR-07CR-08CR-09101-2201-21CR-0301-1701-16CR-22101-181101-2001-19CR-24CR-2301-2310101-2401-2501-26CR-16CR-17CR-181CR-20CR-1501-27AP-01AP-02AP-03CR-14CR-19AV-MON-1AV-MON-1AV-MON-12AV-MON-14AV-MON-1AV-MON-13CR-215777777777WOMEN'S LOCKERS169STORAGE182MECH EQUIP171ELEV EQUIP172ELEC. ROOM174PHYSICAL FITNESS161MEN'S163MEN'S LOCKERS164VEST166TRAFFIC SUPERVISOR108HALLWAYE172MENE173WOMENE174SALLY PORT181PROPERTY & EVIDENCE159EVIDENCE157NARCOTICS158HOMLESS OUTREACH155DISPATCH CENTER144MASTER MPOE / MDF ROOM143COMM SUPERVISOR145CRIME ANALYST141WOMEN148MEN149BATTERY CHARGING/ SHOTGUNSTORAGE126COFFEE123REAR ENTRY122DRY CLEANING125TRAFFIC116ELEV EQUIP175ELEV. #1EL01METER ROOM173VESTIBULE167VESTIBULE162VESTIBULE ROOM199RECORDS SUPERVISOR110EVIDENCE LOCKERS194STAIR #1ST01ELEV. #2EL02WOMEN'S168CST151OFFICE154PUBLIC COUNTER104ENTRY VESTIBULE102WATCH COMMANDER133LOBBY101BRIEFING121TRAFFIC OFFICE114TRAFFIC OFFICE115PATROL SERGEANT111MEETING ROOM112RECORDS109LOUNGE146ELECT.142HALLWAY192WOMEN'S SHOWERS170MEN'S SHOWERS165HALLWAY191HALLWAY193HALLWAY195HALLWAY196OFFICE152DRYING ROOM184STORAGE185MEETING106HALLWAY103CRIME LIVESCAN107PUBLIC INQUIRY105BAG TAG156WATCH COMM OFFICE134STAIR #2ST02INTERVIEW160HALLWAY197INTERVIEW ROOM183CST OFFICE153TRAFFIC OFFICE113ATRIUM / REPORT WRITING131HALLWAY147AV ROOM124IDF ROOM 1132HALLWAY198ENTRY VESTIBULE179LOBBYE175WOMENE178MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"T201LEVEL 01 -TECHNOLOGY DEMOLITIONPLANCARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/8" = 1'-0" LEVEL 01 - TECHNOLOGY DEMOLITION PLAN110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3KEYNOTES: 1. REMOVE TO SOURCE ALL OLD EXISTING DATA CABLE AND OUTLETS TO DESKS, PRINTERS AND ANY OTHER DATA LOCATIONS FOR BIDDING PURPOSES THERE ARE APROX 175 DATA LOCATIONS ON THIS FLOOR WITH 2X CAT5 TO BE REMOVED BACK TO SOURCE, REFER TO 8/T401 DETAIL.2. REMOVE MONITOR NOT MOUNTED.3. PROTECT IN PLACE AV EQUIPMENT. CONNECT NEW DISPLAY SAME AS OLD REMOVED DISPLAY.4. REMOVE AND SAVE DIGITAL SIGN PLAYER.5. CITY TO RELOCATE 911 CENTER OPERATIONS IN THIS AREA DURING CONSTRUCTION AND RE-OCCUPY SPACE POST CONSTRUCTION. CONTRACTOR TO PROTECT IN PLACE ALL WIRING TO EACH WORKSTATION TO PREVENT DAMAGE DURING CONSTRUCTION. 6. MDF MPOE PROTECT IN PLACE ALL EXISTING EQUIPMENT AND WIRING. THIS SPACE IS THE SYSTEMS HUB FOR 911 OPERATIONS AS WELL AS MANY OTHER MISSION CRITICAL SYSTEMS. 7. EXISTING CREDENTIAL READER TO BE RELOCATED. REFER TO T203 FOR NEW LOCATION. CONTRACTOR SHALL REMOVE CABLING TO SOURCE.# CR1CR1CSSS1S1CR1CSSSP2 SP2SP2 SP2CSSCR1S1CSSCR1CR1CSSS1CSSCR1S1WP1CP1C2FB1FB1SP2 SP2SP2 SP2FB1AV1C2C2S1CP1SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2FB1 FB1FB1 FB1FB1 FB1FB1 FB1AP1C1-WAPAP1C1-WAPAP1C1-WAPWC2C2C2S1C2C210111213JKL141516Z3Z3E185BZ3Z3Z5 Z5Z5Z5SC-ER-2AV-PRJ-CSC-ER-2SC-ER-2Z31AV-SRC-1Z5Z5Z5Z5DESKDESKZ3Z6Z6Z6Z6Z6Z6Z6Z6Z7Z7Z7Z7Z7Z7Z7Z7AV-SRC-1AV-SRC-1AV-SRC-1AV-PRJ-CAV-PRJ-CAV-PRJ-CAV-PRJ-CAV-PRJ-CAV-PRJ-CSC-ER-266 BLOCK EOC PHONESAV-MON-4ROOM DIVIDERAV-SRC-11+48"AV-MON-4AV-MON-4AV-PRJ-CAV-SRC-1AV-PRJ-C+18"+18"AV-MON-4PRINTERI.T. CLOSET NOT IN SCOPEZ34'-1 7/8"CUST.E187AV EQUIP.E186MEETING ROOME185MEETING ROOME184EMERGENCY OPERATING CENTER(E.O.C.)E183HALLWAYE176MENE179LOBBYE175HALLWAYE172RECORDS SUPERVISOR110WOMENE178OFFICEE180HALLWAYE181STORAGEE182ELECT.E188666666666655CR-73E185AE184B4CR-75CR-746666AP-17AP-1966+18"666E180CR-76CR-71CR-723??CR-70AV-MON-46AV-MON-4+18"AP-182AV-MON-46MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"T201.1LEVEL 01 -TECHNOLOGY EOCDEMOLITION PLANCARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 31 04.14.21 CONSTRUCTION CHANGE 01NORHT1/8" = 1'-0" LEVEL 01 EOC - TECHNOLOGY DEMOLITION PLAN1#KEYNOTES:1. PROJECTOR IS ON A SHELF AND USED WITH IN WALL REAR PROJECTION SCREEN. REMOVE PROJECTOR AND PROTECT IN PLACE IN WALL SCREEN. RETAIN PROJECTOR FOR RE-INSTALLATION.2. REMOVE OLD TUBE TELEVISIONS AND MOUNTING BRACKETS. PROTECT CABLING IN PLACE AND RE-USE FOR INSTALLATION.3. THIS DOOR WILL BE CHANGED TO A DOUBLE DOOR WITH GLASS SIDE LIGHTS. REMOVE EXISTING CR READERS AND SAVE FOR RE-INSTALLATION PROTECT CABLING AND HARDWARE FROM THE OLD DOORS. 4. PROTECT ALL LOW VOLTAGE CABLING IN PLACE ABOVE AND BELOW THE CEILING LINE. WRAP WITH FLAGS THAT IDENTIFY DO NOT DEMOLISH CABLE AND REPORT ANY DAMAGE TO CM. BUNDLE AND WRAP AS NEEDED TO PROTECT CABLE FROM CONSTRUCTION. OWNER WANTS EXISTING CABLING TO REMAIN.5. LABEL AND DISCONNECT ALL WIRING TO COMPONENTS IN THE EQUIPMENT RACKS AND WRAP AND PROTECT IN PLACE. WRAP AND PROTECT ALL EQUIPMENT MOUNTED IN THE RACKS AS WELL AS THE RACKS. MOVE RACKS TO A SAFE DISTANCE FROM EXTERIOR WALL BRACING CONSTRUCTION APPROXIMATELY 6' FROM ANY EXTERIOR WALL AND PROTECTED FROM DAMAGE FROM DUST DIRT AND CONSTRUCTION DEBRIS. RECONNECT ALL EQUIPMENT AND TEST. REPAIR OR REPLACE WHAT IS NOT FUNCTIONING.6. REMOVE, STORE AND PROTECT, AND REINSTALL ALL PROJECTORS, TELEVISIONS AND PROJECTION SCREENS. PROTECT IN PLACE AND RE USE ALL CABLING. LEAVE MOUNTS ATTACHED TO BASE BUILDING AND PROTECT IN PLACE AS NEEDED. 1 FDFDFDCRAP1C1-WAPC1-WAPAP1C1-WAPAP1C1-WAPCRCRAP1C1-WAPAP1C1-WAPCRCRAP1C1-WAPAP11234678910111213ABCDEFGHAA11111111111CR-40AP-11AP-09AP-08CR-43CR-44AP-12AP-13CR-41CR-42AP-10AP-08AV-MON-1AV-MON-1AV-MON-1AV-MON-1AV-MON-1AV-MON-1233333TRAINING COORDINATOR'S OFFICE252TECH SERVICE CAPTAIN255LIEUT.256FIELD SERVICE CAPT.257ADMIN ASSIST.258SECRETARY291POLICE CHIEF289CONFERENCE288FIRE CHIEF283FIRE DIV. CHEIF281FIRE ANALYST277EMS MGR276EMPTY275CRIME OF VIOLENCE210OFFICE209MAILROOM214INTERVIEW213INTERVIEW212JUVENILE SERVICES SERGEANT211EOC DIRECTOR271SGT. OFFICE204OFFICE206ELEC. ROOM207VICE / NARCOTICS202MECHANICAL EQUIP.221IN-PROCESS EVID./STOR.223JANITOR233MEN232WORKROOM / IDF ROOM237WOMEN235WOMEN285SECRETARY282CLOSET290COFFEE286STOR.287CLOSET284FIRE ADMIN280CLERICAL278STORAGE274STORAGE279FIRE TRAINING OFFICER272WORK REPRO294MEN292ELEV. #1EL01STAIR #1ST01ELEV. #2EL02CSI225HALLWAY273HALLWAY215VEST.268HALLWAY264RES. ASSIST.240CONFERENCE ROOM245SGT. OFFICE205OFFICE254CLEAN OFFICE251IT OFFICE238IT MEETING239HALLWAY262ADMIN CSO241ALS ROOM224HALLWAY293LOUNGE244OFFICE253CLERICAL POOL261OFFICE208STAIR #2ST02ROOF TERRACE246STORAGE242JANITOR243INVESTIGATIVE SERVICES201OFFICE260INTERVIEW203JANITOR OFFICE222VEST.234VEST.231IDF ROOM 2259CORRIDOR263HALLWAY265HALLWAY266HALLWAY267HALLWAY269MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"T202LEVEL 02 -TECHNOLOGY DEMOLITIONPLANCARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/8" = 1'-0" LEVEL 02 - TECHNOLOGY DEMOLITION PLAN110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3KEYNOTES:1. REMOVE TO SOURCE ALL OLD EXISTING DATA CABLE AND OUTLETS TO DESKS, PRINTERS AND ANY OTHER DATA FOR BIDDING PURPOSES THERE ARE APROX 100 DATA LOCATIONS ON THIS FLOOR WITH 2X CAT5 TO BE REMOVED BACK TO SOURCE REFER TO 8/T401 DETAIL.2. PROTECT IN PLACE ANY AV EQUIPMENT FOR THIS CONFERENCE ROOM. WITH THE EXCEPTION OF THE (EXISTING) AV-MON-1 AND (NEW) AV-MON-3DISPLAY.3. EXISTING CREDENTIAL READER TO BE RELOCATED. REFER TO T203 FOR NEW LOCATION. CONTRACTOR SHALL REMOVE CABLING TO SOURCE.# FLO/SSMFLO/SSMFLO/SSMFLO/SSMFLO/SSMFLO/SSMFLO/SSMFLO/SSM111111C2C2C2C2C2C2C2C2C2C2C2C2C2C2C1-WAPC1-WAPC1-WAPC1-WAPC2C2C2C2C2C2C2C2C2C2TVC2C2C2C2C2TVCRCRCRCRCRAP1AP2C2S1S1C2C2C2C2C2PS1PS1PS1PS1VC1TVS1S1S1S1C1-WAPAP2CRCRCRCRCRS1S1C2C2S1C2TVS1S1S1S1S1S1S1S1S1S1S1S1AP2AP1AP1AP2CR1C2CR1CRC1-WAPCR1CRC2TVC2C1-WAPCR1TVCR1C1-WAPCR1CRCR1CRCRCRCRCRAP2CAMCAMCAMCAMCRCAMCAMCAMCRCAMCRCRCRCRCRCRCRCRCR1C2 C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2 C2C2 C2IS1IS1IS1IS1IS1C2C2C2C2C2C2C2C2C2C2C2C2IN1TVBLTVC1CSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSC10C2C2C2CR1CSSS11234678910111213ABCDEFGHAAJINTERVIEWCELLSAFETY CELLCELLCUST CLOSETPRISONER INTAKECELLCORRIDORT4001T40025+86"01-09CM2CR-01AP-01CR-04Z301-13CM201-14CM201-11CM101-10CM101-12CM1Z3CR-0201-16CM2CM201-17Z1Z1Z1Z1Z1AV-MON-2Z3Z3AP-07Z3Z301-1901-20CM1CM101-18CM1Z3Z3Z3AV-MON-2+66"AV-MON-2AP-06AP-02AP-03AP-05AP-04Z3Z3Z3Z3Z3Z3Z3Z3Z3Z3Z3Z332ID-ECS-101-24CM3CR-27CR-26CR-1501-2701-25CM1CM201-26CM1CR-25CR-17AV-MON-2+66"AV-MON-2+66"5CM101-1501-22CM201-23CM2CR-131+66"AV-MON-2CR-12CR-05CR-22CR-28CR-18CR-16CR-14CR-11CR-19CR-06CR-08CR-07CR-10HH104AP-0801-0101-0801-0701-0301-0401-0501-0601-0201-21CM2CR-03EMPLOYEE PARKING ENTRANCEOFFICER PARKING ENTRANCE88AV-MON-37+66"+66"CR-096+48"9+48"AV-INP-W10101010101010101011159A158B156A157B143000156B142126122133B197109A101B108B108C199A141144147A146B132101A1212WOMEN'S LOCKERS169STORAGE182MECH EQUIP171ELEV EQUIP172ELEC. ROOM174PHYSICAL FITNESS161MEN'S163MEN'S LOCKERS164VEST166TRAFFIC SUPERVISOR108HALLWAYE172MENE173WOMENE174SALLY PORT181ENTRY?PROPERTY & EVIDENCE159EVIDENCE157NARCOTICS158HOMLESS OUTREACH155DISPATCH CENTER144MASTER MPOE / MDF ROOM143COMM SUPERVISOR145CRIME ANALYST141WOMEN148MEN149BATTERY CHARGING/ SHOTGUNSTORAGE126COFFEE123REAR ENTRY122DRY CLEANING125TRAFFIC116ELEV EQUIP175ELEV. #1EL01METER ROOM173VESTIBULE167VESTIBULE162VESTIBULE ROOM199RECORDS SUPERVISOR110EVIDENCE LOCKERS194STAIR #1ST01ELEV. #2EL02WOMEN'S168CST151OFFICE154PUBLIC COUNTER104ENTRY VESTIBULE102WATCH COMMANDER133LOBBY101BRIEFING121TRAFFIC OFFICE114TRAFFIC OFFICE115PATROL SERGEANT111MEETING ROOM112RECORDS109LOUNGE146ELECT.142HALLWAY192WOMEN'S SHOWERS170MEN'S SHOWERS165HALLWAY191HALLWAY193HALLWAY195HALLWAY196OFFICE152DRYING ROOM184STORAGE185MEETING106HALLWAY103CRIME LIVESCAN107PUBLIC INQUIRY105BAG TAG156WATCH COMM OFFICE134STAIR #2ST02INTERVIEW160HALLWAY197INTERVIEW ROOM183CST OFFICE153TRAFFIC OFFICE113ATRIUM / REPORT WRITING131HALLWAY147AV ROOM124IDF ROOM 1132HALLWAY198ENTRY VESTIBULE179WOMENE178MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"T203LEVEL 01 -TECHNOLOGY RENOVATIONPLANCARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/8" = 1'-0" LEVEL 01 - TECHNOLOGY RENOVATION PLAN110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3KEYNOTES1. (NEW) VIDEO DISPLAY WITH RECESSEDAV-MT1-W. MOUNT BOTTOM OF DISPLAY AT +80" A.F.F. CENTER DISPLAY ON WALL SECTION BETWEEN WINDOWS AND CORNER. INSTALL DATA OUTLET AND POWER AT +86" CENTERED. 2. REFER TO ARCHITECTURAL SPECIFICATIONS FOR BASE STRUCTURAL AND MOUNTING REQUIRMENTS. 3. 2 CONCRETE ENCASED 1" CONDUITS FOR POWER AND (2) CAT6 CABLES TO TR-1. SEE E-SHEETS DETAILS FOR EF FACILITY UNDERGROUND CONDUIT DETAIL.4. REFER TO SHEET T102 .5. CITY TO RELOCATE 911 CENTER OPERATIONS IN THIS AREA DURING CONSTRUCTION AND RE-OCCUPY SPACE POST CONSTRUCTION. CONTRACTOR TO PROTECT IN PLACE ALL WIRING TO EACH WORKSTATION TO PREVENT DAMAGE DURING CONSTRUCTION. 6. MDF MPOE PROTECT IN PLACE ALL EXISTING EQUIPMENT AND WIRING. THIS SPACE IS THE SYSTEMS HUB FOR 911 OPERATIONS AS WELL AS MANY OTHER MISSION CRITICAL SYSTEMS. 7. PROTECT IN PLACE AV EQUIPMENT. CONNECT NEW DISPLAY SAME AS OLD REMOVED DISPLAY.8. NO AV-SC-1SCREEN CAST DEVICE ON THIS DISPLAY.9. LINE UP WITH ANY WALL SWITCHES LOCATED IN THIS AREA.10. NEW LOCATION OF EXISTING CREDENTIAL READER. CONTRACTOR SHALL PROVIDE NEW CABLING AND UTILIZE SAME INPUT ON CONTROL PANEL AS INDICATED BY SYMBOL SUBSCRIPT.11. PULL 10 CAT 6 CABLES TO THIS LOCATION FROM TR-1 AND CONNECT TO PATCH PANELS IN TR-1. LEAVE 25' OF CABLE SLACK AND LABEL BUT DO NOT TERMINATE DEVICE SIDE. THIS IS FOR FUTURE CAMERAS IN THE JAIL THAT ARE NOT IN THIS SCOPE. COIL UP AND CONTAIN IN CEILING FOR FUTURE USE.12. THESE AREAS ARE NOT TO SCALE AND REPRESENT THE ENTRANCE GATES TO EMPLOYEE AND POLICE PARKING LOTS. THESE ARE APPROXIMATELY 75' FROM THE BUILDING. USE EXISTING CONDUIT PATHWAY FOR NEW CAT6 RUNS FOR (NEW) REPLACED CAMERA AND (NEW) REPLACED INTERCOM STATION ONE EACH PER GATE AS SHOWN. # C2CR1CR1CSSS1S1CR1CSSSP2SP2SP2SP2CSSCR1S1CSSCR1CR1CSSS1CSSCR1S1WP1CP1C2FB1FB1SP2SP2SP2SP2FB1AV1C2C2S1CP1SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2SP2FB1 FB1FB1 FB1FB1 FB1FB1 FB1AP1C1-WAPAP1C1-WAPAP1C1-WAPWC2C2C2S1C2C210111213JKL141516ELECT.E188AV EQUIP.E186MEETING ROOME185MEETING ROOME184EMERGENCY OPERATING CENTER(E.O.C.)E183STORAGEE182HALLWAYE181HALLWAYE176OFFICEE180MENE179VEST.E177WOMENE178LOBBYE175RECORDS SUPERVISOR110HALLWAYE172SC-ER-2AV-PRJ-CSC-ER-2SC-ER-2AV-SRC-1DESKDESKAV-SRC-1AV-SRC-1AV-SRC-1AV-PRJ-CAV-PRJ-CAV-PRJ-CAV-PRJ-CAV-PRJ-CAV-PRJ-CSC-ER-266 BLOCK EOC PHONESAV-MON-4ROOM DIVIDERAV-SRC-1AV-MON-4AV-MON-4AV-PRJ-CAV-SRC-1AV-PRJ-CAV-MON-4PRINTERI.T. CLOSET NOT IN SCOPECR-73CR-75CR-74CR-76CR-71CR-72CR-70AV-MON-4AV-MON-411666666666655466666666636+18"+18"+18"+18"+48"Z3Z3Z3Z3Z5 Z5Z5Z5Z3Z5Z5Z5Z5Z3Z6Z6Z6Z6Z6Z6Z6Z6Z7Z7Z7Z7Z7Z7Z7Z7Z3AP-17AP-19AP-18E185AE184BE185B2AV-MON-46MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"T203.1LEVEL 01 -TECHNOLOGY EOCRENOVATION PLANCARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 31 04.14.21 CONSTRUCTION CHANGE 01NORHT1/8" = 1'-0" LEVEL 01 EOC - TECHNOLOGY RENOVAYTION PLAN2KEYNOTES:1. PROJECTOR IS ON A SHELF AND USED WITH IN WALL REAR PROJECTION SCREEN. RE-INSTALL PROJECTOR.2. RE-INSTALL OLD TUBE TELEVISIONS AND MOUNTING BRACKETS. RE-CONNECT CABLING FOR INSTALLATION.3. THIS DOOR WILL BE CHANGED TO A DOUBLE DOOR WITH GLASS SIDE LIGHTS. RELOCATE REMOVED CARD READERS TO THE CLOSEST WALL TO ACCOMMODATE NEW DOORS. REWIRE DOOR STRIKE AND OTHER RELATED DEVICES TO THE NEW DOORS USING CABLING AND HARDWARE FROM THE OLD DOORS. 4. UNWRAP AND RECONNECT CABLING THAT WAS WRAPPED AND PROTECTED UPON DEMO.5. RECONNECT ALL EQUIPMENT AND TEST. REPAIR OR REPLACE WHAT IS NOT FUNCTIONING.6. REINSTALL ALL PROJECTORS, TELEVISIONS AND PROJECTION SCREENS. RE USE ALL CABLING. #1 C2C2C2 C2 C2 C2 C2 C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2 C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2CR1 CR1CRCRCRCRC2C2C2C2C2C2 C2C2C2C2C2C2CRC2C2C2C2C2C2C2C2 C2 C2 C2 C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2C2CR1CR1CR1CR1CR1CSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSCSSC2C2C2J1C2123468910111213ABCDEFGHAAT4005T40065CR-44CR-43CR-42CR-46CR-45CR-41+66"AV-MON-2AV-MON-2+66"+66"AV-MON-2AV-MON-2+66"AV-MON-3CR-40CR-48CR-4702-28CM2+192"1AV-MON-3CR-51+66"CR-50CR-491225251223201B202B240A240B263B263A201A202A215TRAINING COORDINATOR'S OFFICE252TECH SERVICE CAPTAIN255LIEUT.256FIELD SERVICE CAPT.257ADMIN ASSIST.258SECRETARY291POLICE CHIEF289CONFERENCE288FIRE CHIEF283FIRE DIV. CHEIF281FIRE ANALYST277EMS MGR276EMPTY275CRIME OF VIOLENCE210OFFICE209MAILROOM214INTERVIEW213INTERVIEW212JUVENILE SERVICES SERGEANT211EOC DIRECTOR271SGT. OFFICE204OFFICE206ELEC. ROOM207VICE / NARCOTICS202MECHANICAL EQUIP.221IN-PROCESS EVID./STOR.223JANITOR233MEN232WORKROOM / IDF ROOM237WOMEN235WOMEN285SECRETARY282CLOSET290COFFEE286STOR.287CLOSET284FIRE ADMIN280CLERICAL278STORAGE274STORAGE279FIRE TRAINING OFFICER272WORK REPRO294MEN292ELEV. #1EL01STAIR #1ST01ELEV. #2EL02CSI225HALLWAY273HALLWAY215VEST.268HALLWAY264RES. ASSIST.240CONFERENCE ROOM245SGT. OFFICE205OFFICE254CLEAN OFFICE251IT OFFICE238IT MEETING239HALLWAY262ADMIN CSO241ALS ROOM224HALLWAY293LOUNGE244OFFICE253CLERICAL POOL261OFFICE208STAIR #2ST02ROOF TERRACE246STORAGE242JANITOR243INVESTIGATIVE SERVICES201OFFICE260INTERVIEW203JANITOR OFFICE222VEST.234VEST.231IDF ROOM 2259CORRIDOR263HALLWAY265HALLWAY266HALLWAY267HALLWAY269MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:1/8" = 1'-0"T204LEVEL 02 -TECHNOLOGY RENOVATIONPLANCARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.21NORHT1/8" = 1'-0" LEVEL 02 - TECHNOLOGY RENOVATION PLAN110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3KEY NOTES:1. PROTECT IN PLACE ANY AV EQUIPMENT. FOR THIS CONFERENCE ROOM. WITH THE EXCEPTION OF THE (EXISTING) AV-MON-1 AND (NEW) AV-MON-3 DISPLAY.2. NEW LOCATION OF EXISTING CREDENTIAL READER. CONTRACTOR SHALL PROVIDE NEW CABLING AND UTILIZE SAME INPUT ON CONTROL PANEL AS INDICATED BY SYMBOL SUBSCRIPT.22222 CSSSC-MPP-2OWNERPROVIDEDNETWORKEQUIPMENTSC-FDC-1SC-MPP-2OWNERPROVIDEDNETWORKEQUIPMENTSC-FDC-1SC-GND-1T4003(TYP)SC-TTBSC-ER-1SC-VWM-1AC-CON-1AC-CON-1IDF ROOM 113212"x1 1/2"12"x1 1/2"12"x1 1/2"SC-LDR-1IDF ROOM 1132T4007SC-GND-1SC-TTB(TYP)SC-VWM-1SC-ER-1AC-CON-1AC-CON-1AC-CON-1AC-CON-1WORKROOM / IDF ROOM237SC-LDR-112"x1 1/2"12"x1 1/2"WORKROOM / IDF ROOM237LEVEL 010"SC-FDC-1SC-MPP-1SC-HWM-1OWNERS SWITCHSC-MPP-1OWNERS SWITCHSC-HWM-1SC-HWM-1SC-HWM-1SC-MPP-1OWNERS SWITCHSC-MPP-1SC-MPP-1OWNERS SWITCHSC-HWM-1SC-MPP-1OWNERS SWITCHOWNERS SWITCHSC-HWM-1SC-MPP-1SC-MPP-1OWNERS SWITCHSC-HWM-1SC-HWM-1AV-MIX-1SC-VWM-1SC-ER-1(TYP)SC-GND-2LEVEL 0213'-6"SC-FDC-1OWNERS SWITCHSC-MPP-1SC-HWM-1OWNERS SWITCHSC-MPP-1SC-HWM-1OWNERS SWITCHSC-MPP-1SC-HWM-1SC-MPP-1OWNERS SWITCHOWNERS SWITCHSC-MPP-1SC-HWM-1SC-HWM-1OWNERS SWITCHSC-MPP-1SC-HWM-1SC-VWM-1SC-ER-1(TYP)(TYP)SC-GND-2NEW ROOF PLAN13'-0"66634NOTES:1. THIS RISER IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS SHOWN. THIS RISER IS SHOWN FOR CLARIFICATION OF CONNECTION LOCATIONS AND CABLE TYPE. ALL INFORMATION OUTLETS ARE TYPICAL OF THE OUTLETS IN THE AREA SHOWN. REFER TO FLOOR PLANS FOR MORE SPECIFIC ROUTING AND QUANTITY INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.2. REFER TO FLOOR PLANS FOR QUANTITY OF CABLES AND JACKS TO BE INSTALLED AT EACH INFORMATION OUTLET.KEYNOTES:1. C# INDICATES VOICE/DATA FACEPLATE CONFIGURATION. REFER TO THE INFORMATION OUTLET SCHEDULE ON T600 FOR ADDITIONAL INFORMATION.2. RACK OR CABINET AS DEFINED ON THE TELECOM ROOM LAYOUT. REFER TO THE TELECOM ROOM REFERENCES MATRIX ON THE COVERPAGE FOR LOCATION.3. REFER TO SPECIFICATIONS FOR FIBER PATCH CORD REQUIREMENTS.4. RJ-45 TO RJ-45 CATEGORY 6 UTP PATCH CORDS AND RJ-45 TO RJ-45 CATEGORY 6A FOR WAP LOCATIONS. REFER TO SPECIFICATION FOR PATCH CORD REQUIREMENTS.5. REFER TO COVERPAGE AND FLOOR PLANS FOR TELECOMMUNICATIONS ROOM LOCATIONS.6. 23/24 GAUGE 4-PAIR, CATEGORY 6A, UNSHIELDED TWISTED PAIR CABLE, REFER TO SPECIFICATIONS.#WAPC#W6126-STRAND MM (OM4)6-STRAND SM TO MDF1166634NOTES:1. THIS RISER IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS SHOWN. THIS RISER IS SHOWN FOR CLARIFICATION OF CONNECTION LOCATIONS AND CABLE TYPE. ALL INFORMATION OUTLETS ARE TYPICAL OF THE OUTLETS IN THE AREA SHOWN. REFER TO FLOOR PLANS FOR MORE SPECIFIC ROUTING AND QUANTITY INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.2. REFER TO FLOOR PLANS FOR QUANTITY OF CABLES AND JACKS TO BE INSTALLED AT EACH INFORMATION OUTLET.KEYNOTES:1. C# INDICATES VOICE/DATA FACEPLATE CONFIGURATION. REFER TO THE INFORMATION OUTLET SCHEDULE ON T600 FOR ADDITIONAL INFORMATION.2. RACK OR CABINET AS DEFINED ON THE TELECOM ROOM LAYOUT. REFER TO THE TELECOM ROOM REFERENCES MATRIX ON THE COVERPAGE FOR LOCATION.3. REFER TO SPECIFICATIONS FOR FIBER PATCH CORD REQUIREMENTS.4. RJ-45 TO RJ-45 CATEGORY 6 UTP PATCH CORDS AND RJ-45 TO RJ-45 CATEGORY 6A FOR WAP LOCATIONS. REFER TO SPECIFICATION FOR PATCH CORD REQUIREMENTS.5. REFER TO COVERPAGE AND FLOOR PLANS FOR TELECOMMUNICATIONS ROOM LOCATIONS.6. 23/24 GAUGE 4-PAIR, CATEGORY 6A, UNSHIELDED TWISTED PAIR CABLE, REFER TO SPECIFICATIONS.#WAPC#W6126-STRAND MM (OM4)6-STRAND SM TO MDF11MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedT400ENLARGED PLANS -TECHNOLOGY /DETAILSCARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.211/4" = 1'-0"1 EQUIPMENT PLAN TR-11/4" = 1'-0"2 PATHWAY PLAN TR-11/4" = 1'-0"5 EQUIPMENT PLAN TR-21/4" = 1'-0"6 PATHWAY PLAN TR-210920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 31" = 1'-0"3 EQUIPMENT RACK ELEVATION TR-11" = 1'-0"7 EQUIPMENT RACK ELEVATION TR-212" = 1'-0"4 CONNECTIVITY RISER DIAGRAM-TR-112" = 1'-0"8 CONNECTIVITY RISER DIAGRAM-TR-2 SC-GND-1NEARESTELECTRICALPANELEQUIPMENTRACK(S)EQUIPMENTCABINET(S)BUILDINGSTEELCATVEQUIPMENTACCESSCONTROLEQUIPMENTLADDER RACK(CONTINUOUSBOND)CABLE TRAY(CONTINUOUSBOND)METALLICCONDUITSAND SLEEVESSURGESUPPRESSIONDEVICE(S)SC-GND-1SC-GND-1REFER TO ARCHITECTURAL PLANS FOR WALL CONSTRUCTIONSINGLE GANG PLASTER RING TO COME WITHIN 1/8" OF FINAL SURFACESTUD1" EMT CONDUIT. REFER TO DETAIL NOTES FOR ADDITIONAL REQUIREMENTSNYLON BUSHINGJ-HOOKNOTES:1. 1" EMT CONDUIT SHALL STUB UP TO NEAREST ACCESSIBLE CEILING AND TERMINATE ORIENTED HORIZONTALLY AT THE HEIGHT OF THE ASSOCIATED CABLE TRAY OR J-HOOK ROUTE. CONDUIT RUN SHALL NOT CONTAIN MORE THAN 180 DEGREES OF BEND BETWEEN ACCESSIBLE JUNCTION BOXES OR BETWEEN JUNCTION BOX AND END OF CONDUIT.2. WHERE CONDUIT STUB IS LOCATED IN A ROOM WITH AN ACCESSIBLE CEILING AND IS NOT REQUIRED TO RUN TO CABLE ROUTE LOCATED OUTSIDE THE ROOM, STUB MUST TERMINATE ABOVE THE ACCESSIBLE CEILING WITH A 90-DEGREE BEND AT THE TOP ORIENTED IN TO THE ROOM AT THE HEIGHT OF THE ASSOCIATED CABLE TRAY OR J-HOOK ROUTE IN THE ROOM.3. ALL STUBS MUST BE FITTED WITH A NYLON BUSHING ON EACH END OF THE CONDUIT.4. INSTALLING CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR TECHNOLOGY ROUGH-INS PER PROJECT REQUIREMENTS. REFER TO SPECIFICATIONS FOR FIRESTOP REQUIREMENTS.LID SHALL BE MARKED"TELECOMMUNICATIONS".MOUSE HOLES - (4).CONDUIT ENTRY PENETRATION NOT TO EXCEED 25 PERCENT OF SIDE WALL AREA.STAINLESS STEEL HEX HEAD BOLT W/WASHERPULL SLOTSKID RESISTANT SURFACEEXTENSIONS AS REQUIRED BY CONDUIT DEPTHKNOCKOUTS - (8)SLOPE GRADE AWAY FROM COVER 1" IN 3'GRAVEL DRAINAGE BED MINIMUM 6" DEPTH. MINIMUM SIZE GRAVEL 1". NOTES:1. ALL DIMENSIONS ARE NOMINAL INSIDE CLEARANCES.2. ANY SPLICES OR DEVICES IN HANDHOLE SHALL BE SUBMERGIBLE.3. REFER TO GENERAL TECHNOLOGY EQUIPMENT SCHEDULE FOR DIMENSIONS.8" EXTENSIONLOGOLENGTHWIDTHDEPTHSC-HH-1OVERHEAD CAMERA MOUNTASSISTANCEVS-CM-3 CCTV CAMERANOTES:1. REFER TO ARCHITECTURAL SPECIFICATIONS FOR BASE STRUCTURAL AND MOUNTING REQUIREMENTS.2. CONTRACTOR SHALL PROTECT FINISH AT ALL TIMES DURING CONSTRUCTION.3. CONTRACTOR SHALL ROUTE (2) 1" RGS CONDUITS FOR POWER AND LOW VOLTAGE REQUIRED CABLES. REFER TO FLOOR PLAN SHEET T203 FOR LOCATIONS AND QUANTITIES.4. CONTRACTOR SHALL COORDINATE COLOR AND SIGNAGE WITH OWNER PRIOR TO ORDERING EMERGENCY CALL STATIONS.ID-ECS-1VS-CM2-W1/2" CONDUIT TO OPEN AREA FOR 1X CAT6 CABLING TO NEAREST IDF.FINISHED WALLNOTES:1. COORDINATE EXACT LOCATION OF CAMERA ON SITE WITH WORK BY OTHER TRADES TO ENSURE DESIRED VIEWING AREA AND SERVICE ACCESS AFTER COMPLETION OF PROJECT AND TO MINIMIZE ANY POSSIBLE DAMAGE TO INSTALLED CAMERA OR ASSOCIATED CABLING.2. CONDUIT SHALL STUB TO NEAREST ACCESSIBLE CEILING AND TERMINATE ORIENTED HORIZONTALLY AT THE HEIGHT OF THE ASSOCIATED CABLE TRAY OR J-HOOK ROUTE. CONDUIT RUN SHALL NOT CONTAIN MORE THAN 180 DEGREES OF BEND BETWEEN ACCESSIBLE JUNCTION BOXES OR BETWEEN JUNCTION BOX AND END OF CONDUIT. WHERE CONDUIT STUBS THROUGH A WALL IN TO A CORRIDOR AND TERMINATES AT AN ASSOCIATED J-HOOK ROUTE, THE CONDUIT SHOULD ONLY EXTEND 2-4 INCHES IN TO THE CORRIDOR. WHERE CONDUIT STUBS TO AN ASSOCIATED CABLE TRAY, CONDUIT SHOULD EXTEND TO CABLE TRAY. ALL CONDUITS MUST BE FITTED WITH A NYLON BUSHING ON EACH END OF THE CONDUIT.3. INSTALLING CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR CAMERA ROUGH-INS PER PROJECT REQUIREMENTS. REFER TO SPECIFICATIONS FOR FIRESTOP REQUIREMENTS.3/4" EMT CONDUIT TO NEAREST ACCESSIBLE CABLE PATHWAY4-SQUAREJUNCTION BOXDOME CAMERA VS-CM1-CWALL OR CEILING STRUCTURE (REFER TO ARCHITECTURAL DRAWINGS)NOTES:1. COORDINATE EXACT LOCATION OF CAMERA ON SITE WITH WORK BY OTHER TRADES TO ENSURE DESIRED VIEWING AREA AND SERVICE ACCESS AFTER COMPLETION OF PROJECT AND TO MINIMIZE ANY POSSIBLE DAMAGE TO INSTALLED CAMERA OR ASSOCIATED CABLING.2. CONDUIT SHALL STUB TO NEAREST ACCESSIBLE CEILING AND TERMINATE ORIENTED HORIZONTALLY AT THE HEIGHT OF THE ASSOCIATED CABLE TRAY OR J-HOOK ROUTE. CONDUIT RUN SHALL NOT CONTAIN MORE THAN 180 DEGREES OF BEND BETWEEN ACCESSIBLE JUNCTION BOXES OR BETWEEN JUNCTION BOX AND END OF CONDUIT. WHERE CONDUIT STUBS THROUGH A WALL IN TO A CORRIDOR AND TERMINATES AT AN ASSOCIATED J-HOOK ROUTE, THE CONDUIT SHOULD ONLY EXTEND 2-4 INCHES IN TO THE CORRIDOR. WHERE CONDUIT STUBS TO AN ASSOCIATED CABLE TRAY, CONDUIT SHOULD EXTEND TO CABLE TRAY. ALL CONDUITS MUST BE FITTED WITH A NYLON BUSHING ON EACH END OF THE CONDUIT.3. INSTALLING CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR CAMERA ROUGH-INS PER PROJECT REQUIREMENTS. REFER TO SPECIFICATIONS FOR FIRESTOP REQUIREMENTS.MOLDED POLYESTER -FIBERGLASS INSULATORCOPPER GROUND CONDUCTOR FROM BUILDING SERVICE GROUND. REFER TO SPECIFICATIONS FOR DETAILSTWO HOLE COMPRESSION LUGNOTES:1. REFER TO TECHNOLOGY EQUIPMENT SCHEDULE SC-GND-1 FOR WIDTH REQUIREMENTS.2. REFER TO 8/T400 FOR TYPICAL TELECOM ROOM BONDING FLOW DIAGRAM.COPPER BONDING CONDUCTOR TO EQUIPMENT RACKS, CABLE TRAYS & METALLIC SLEEVES. REFER TO SPECIFICATIONS FOR DETAILSBARE COPPER GROUND BAR, INSULATORS, BRACKETS AND BONDING PROVIDED BY E.C. REFER TO TECHNOLOGY EQUIPMENT SCHEDULE SC-GND-15/16" Ø (TYP)7/16" Ø(TYP)TELECOMMUNICATIONS BONDING JUMPER (TBJ)TELECOMMUNICATIONS ROOM MC-1, TR-#, (TYP.)NOTES:1. THIS FLOW DIAGRAM IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS. THIS FLOW DIAGRAM IS SHOWN FOR CLARIFICATION OF CONNECTION LOCATIONS AND CONDUCTOR TYPE. ALL CONNECTIONS AND SYSTEM DEVICES SHOWN ARE TYPICAL AND NOT REPRESENTATIVE OF ACTUAL PROJECT QUANTITIES. REFER TO FLOOR PLANS AND ENLARGED FLOOR PLANS FOR ACTUAL QUANTITIES AND LOCATIONS OF DEVICES AND MORE SPECIFIC ROUTING INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.2. ALL CONDUCTORS IN THE TECHNOLOGY BONDING SYSTEM SHALL BE MINIMUM SIZE OF 3/0 AWG [PLENUM RATED] COPPER (GREEN OR MARKED WITH A DISTINCTIVE GREEN COLOR) UNLESS CONDUCTOR LENGTH IS LESS THAN 66 FEET. REFER TO BONDING CONDUCTOR SIZING SCHEDULE FOR SIZING CRITERIA FOR CONDUCTORS LESS THAN 66 FEET IN LENGTH. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.3. ALL BONDING CONDUCTORS AND BONDING JUMPERS SHALL BE CONNECTED BY COMPRESSION LUGS, EXOTHERMIC WELDING, OR IRREVERSIBLE COMPRESSION CONNECTORS. SOLDER IS NOT AN ACCEPTABLE MEANS OF CONNECTION. SHEET METAL SCREWS SHALL NOT BE USED TO CONNECT COMMUNICATIONS BONDING CONDUCTORS TO EQUIPMENT. WHERE NECESSARY, REMOVE PAINT AND/OR USE PAINT-PIERCING WASHERS TO PROVIDE PROPER ELECTRICAL BOND AT ALL CONNECTIONS.4. REFER TO 6/T400 FOR BONDING BUS BAR DETAIL AND ADDITIONAL INFORMATION AND REQUIREMENTS FOR SC-GND-1.KEYNOTES:1. REFER TO TELECOM ROOM REFERENCES SCHEDULE ON DRAWING T000 FOR TELECOMMUNICATIONS ROOM NUMBER AND LOCATION INFORMATION.2. INCLUDES HORIZONTAL AND VERTICAL CONDUIT SLEEVES FOR TECHNOLOGY CABLING.3. TELECOMMUNICATIONS BONDING BACKBONE (TBB). REFER TO T000 FOR TELECOMMUNICATIONS BONDING RISER DIAGRAM.4. BONDING CONDUCTOR FOR TELECOMMUNICATIONS (BCT), TO [EXISTING] ELECTRICAL ENTRANCE INTERSYSTEM BONDING TERMINATION. REFER TO [X/XXX] FOR TELECOMMUNICATIONS BONDING RISER DIAGRAM FOR CONTINUATION AND ADDITIONAL INFORMATION AND REQUIREMENTS. [THIS CONNECTION OCCURS IN MC-1 ONLY.]5. REFER TO THE ELECTRICAL DRAWINGS FOR LOCATION.6. PROVIDE SC-GND-2 RACK MOUNT TELECOMMUNICATIONS BONDING BUSBAR AT EACH EQUIPMENT [RACK AND CABINET].7. BONDING EQUALIZER (BE). REFER TO 7/T400 FOR TELECOMMUNICATIONS BONDING RISER DIAGRAM FOR CONTINUATION AND ADDITIONAL INFORMATION AND REQUIREMENTS ON TELECOMMUNICATIONS ROOMS THAT REQUIRE BONDING EQUALIZER CONNECTIONS.1TELECOMMUNICATIONS BONDING JUMPER (TBJ)347526TELECOMMUNICATIONS BONDING JUMPER (TBJ)6NOTES:1. THIS RISER IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS. THIS RISER IS SHOWN FOR CLARIFICATION OF CONNECTION LOCATIONS AND CONDUCTOR TYPE. ALL CONNECTIONS AND SYSTEM DEVICES SHOWN ARE TYPICAL AND NOT REPRESENTATIVE OF ACTUAL PROJECT QUANTITIES. REFER TO FLOOR PLANS AND ENLARGED FLOOR PLANS FOR ACTUAL QUANTITIES AND LOCATIONS OF DEVICES AND MORE SPECIFIC ROUTING INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.2. ALL CONDUCTORS IN THE TECHNOLOGY BONDING SYSTEM SHALL BE MINIMUM SIZE OF 3/0 AWG [PLENUM RATED] COPPER (GREEN OR MARKED WITH A DISTINCTIVE GREEN COLOR) UNLESS CONDUCTOR LENGTH IS LESS THAN 66 FEET. REFER TO BONDING CONDUCTOR SIZING SCHEDULE FOR SIZING CRITERIA FOR CONDUCTORS LESS THAN 66 FEET IN LENGTH. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.3. ALL BONDING CONDUCTORS AND BONDING JUMPERS SHALL BE CONNECTED BY COMPRESSION LUGS, EXOTHERMIC WELDING, OR IRREVERSIBLE COMPRESSION CONNECTORS. SOLDER IS NOT AN ACCEPTABLE MEANS OF CONNECTION. SHEET METAL SCREWS SHALL NOT BE USED TO CONNECT COMMUNICATIONS BONDING CONDUCTORS TO EQUIPMENT. WHERE NECESSARY, REMOVE PAINT AND/OR USE PAINT-PIERCING WASHERS TO PROVIDE PROPER ELECTRICAL BOND AT ALL CONNECTIONS.4. REFER TO 8/T400 FOR TYPICAL TELECOM ROOM BONDING FLOW DIAGRAM.5. REFER TO TELECOM ROOM REFERENCES SCHEDULE ON DRAWING T000 FOR TELECOMMUNICATIONS ROOM NUMBER AND LOCATION INFORMATION.KEYNOTES:1. BONDING CONDUCTOR FOR TELECOMMUNICATIONS (BCT). BCT SHALL BE THE SAME SIZE AS THE TBB OR LARGER. REFER TO BONDING CONDUCTOR SIZING SCHEDULE FOR SIZING REQUIREMENTS.[EXISTING] ELECTRICAL ENTRANCE INTERSYSTEM BONDING TERMINATIONGROUNDING ELECTRODE CONDUCTOR BY OTHERS[EXISTING] ELECTRICAL GROUNDING ELECTRODE SYSTEMFIRST FLOORMC-11CONDUCTOR LENGTH IN FEETBONDING CONDUCTOR SIZING SCHEDULEMINIMUM ACCEPTABLE SIZE - AWGLESS THAN 13'614' - 20'421' - 26'327' - 33'234' - 41'142' - 52'1/053' - 66'2/03/0GREATER THAN 66'#TELECOMMUNICATIONSBONDING BACKBONE(TBB) (TYP)TR-1SECOND FLOORMATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedT500DETAILSCARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3NO SCALE TECHNOLOGY ROUGH-IN MOUNTING DETAIL1NO SCALE EXTERIOR HAND HOLE DETAIL3NO SCALE EMERGENCYCALL STATION CAMERA MOUNT DETAIL2NO SCALE BULLET CAMERA - WALL MOUNT4NO SCALE DOME CAMERA WALL OR CEILING MOUNT5NO SCALE BONDING BUS BAR DETAIL6NO SCALE TYPICAL TELECOM ROOM BONDING FLOW DIAGRAM8NO SCALE TECHNOLOGY BONDING RISER DIAGRAM7 SC-MPP-1OWNERPROVIDEDEQUIPMENTSC-FDC-1SC-MPP-1OWNERPROVIDEDEQUIPMENTSC-FDC-1SC-MPP-1OWNERPROVIDEDEQUIPMENTSC-FDC-1ETHERNETSWITCH BYOWNERNOTES:1. CONFIGURATIONS SHOWN IN THE DETAIL ABOVE ARE DIAGRAMMATIC, INTENDED TO DESCRIBE THE CONTROLLED SECURITY SCHEME ROUGH-IN REQUIREMENTS OF THE DOORS. DETAILS ABOVE MAY NOT ACCURATELY REPRESENT DOOR SIZE, DOOR SWING, DOOR HARDWARE, OR DOOR FUNCTIONALITY. REFER TO ARCHITECTURAL DOOR HARDWARE SCHEDULE, DOOR HARDWARE GROUPS AND DOOR HARDWARE SPECIFICATIONS FOR COMPLETE INFORMATION. MIRROR THE DETAIL AS REQUIRED. 2. ROUGH IN SHOWN IN THE DETAIL ABOVE REPRESENTS THE MINIMUM REQUIREMENTS FOR ALL CONTROLLED SECURITY SYSTEM DEVICES AND CABLING UNLESS OTHERWISE NOTED. COORDINATE EXACT REQUIREMENTS WITH SELECTED DOOR MATERIALS, DOOR HARDWARE, AND CONTROLLED SECURITY DEVICES AND CABLING PRIOR TO INSTALLATION.3. ALL CABLING IN WALLS AND WHERE EXPOSED ON VERTICAL SURFACES SHALL BE INSTALLED IN EMT CONDUIT OR SURFACE MOUNT RACEWAY. CABLING ROUTED HORIZONTALLY ABOVE THE ACCESSIBLE CEILING MAY BE INSTALLED FREE-AIR CABLING PROPERLY RATED FOR THE CEILING ENVIRONMENT.4. THE ELECTRICAL OR SECURITY CONTRACTOR SHALL NOT MODIFY ANY FIRE RATED DOOR AND/OR DOOR FRAME. REFER TO THE ARCHITECTURAL DOOR SCHEDULE, DOOR HARDWARE SCHEDULE, AND DOOR HARDWARE SPECIFICATION FOR ADDITIONAL INFORMATION. MODIFICATION TO ANY FIRE RATED DOOR AND/OR FRAME WILL REQUIRE A RE-CERTIFICATION OF THE DOOR AND FRAME WITH THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ).5. INSTALLING CONTRACTOR SHALL FURNISH AND INSTALL FIRESTOP MATERIALS FOR ALL CONTROLLED SECURITY SCHEME ROUGH-INS PER PROJECT REQUIREMENTS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS.6. REFER TO THE CONTROLLED SECURITY SCHEME WIRING DIAGRAM ON [X/XXX] FOR CABLING REQUIREMENTS AND THE CONTROLLED SECURITY SCHEME SCHEDULE ON [X/XXX] FOR ADDITIONAL INFORMATION.7. INSTALLATION SHALL INCLUDE ALL POWER REQUIRED FOR SYSTEM OPERATION INCLUDING +120VAC. REFER TO THE SUGGESTED MATRIX OF SCOPE RESPONSIBILITY FOR ADDITIONAL INFORMATION.KEYNOTES:1. PROVIDE JUNCTION BOXES IN THE DOOR FRAME WHERE SHOWN ON THIS DETAIL. ROUGH-IN SHALL BE PROVIDED WHETHER THE CURRENT SECURITY SCHEME UTILIZES THEM OR NOT. ALL CONDUITS SHALL BE EMT CONDUIT UNLESS OTHERWISE NOTED. FLEXIBLE CONDUIT OF ANY TYPE WILL NOT BE ACCEPTED. COORDINATE INSTALLATION WITH ON-SITE DOOR FRAME INSTALLATION CONTRACTOR.2. ALL DOOR POSITION SWITCHES ARE REQUIRED TO BE RECESSED UNLESS OTHERWISE NOTED. ELECTRIC HINGE MONITORS ARE NOT AN ACCEPTABLE REPLACEMENT FOR THE RECESSED DOOR POSITION SWITCH.3. DOUBLE GANG BACKBOX WITH SINGLE GANG PLASTER RING. REFER TO FLOOR PLAN(S) FOR ACTUAL CREDENTIAL READER TYPE AND ROUGH-IN LOCATIONS.4. CONDUIT SHALL ROUTE FROM THE CREDENTIAL READER TO THE SECURE SIDE OF THE DOOR. CONDUIT SHALL ROUTE [A MINIMUM OF 12" FROM THEJUNCTION BOX.][TO THE NEAREST TELECOM ROOM.][TO NEAREST CABLE TRAY.][TO THE NEAREST SECURITY PANEL.][TO THE MAIN TELECOM ROOM][PROVIDE A NYLON BUSHING ON CONDUIT END].5. MOUNT A MINIMUM 4" SQUARE 2-1/8" DEEP JUNCTION BOX WITH BLANK COVER PLATE ON THE SECURE SIDE OF THE DOOR ABOVE ACCESSIBLE CEILING. INSTALLING CONTRACTOR SHALL SIZE THE JUNCTION BOXES PER SYSTEM INSTALLATION REQUIREMENTS AND APPLICABLE CODES. MAINTAIN ACCESS TO THE JUNCTION BOX.6. PROVIDE A HORIZONTALLY MOUNTED SINGLE GANG BACKBOX FOR THE REQUEST TO EXIT SENSOR. REFER TO THE CONTROLLED SECURITY SCHEME SCHEDULE ON [X/XXX] FOR DOORS THAT REQUIRE THIS ROUGH-IN.7. CONDUIT SHALL ROUTE [A MINIMUM OF 12" FROM THE JUNCTION BOX.][TO THE NEAREST TELECOM ROOM.][TO NEAREST CABLE TRAY.][TO THE NEAREST SECURITY PANEL.][TO THE MAIN TELECOM ROOM][PROVIDE A NYLON BUSHING ON CONDUIT END].8. CONDUIT INSTALLED IN PERMANENT MULLIONS ONLY. REFER TO THE ARCHITECTURAL DOOR SCHEDULE AND DOOR HARDWARE GROUPS FOR LOCATIONS THAT REQUIRE THIS ROUGH-IN. PROVIDE A NYLON BUSHING ON THE CONDUIT END. DOOR FRAME ROUGH-IN DIAGRAM (ALL SINGLE DOORS)DOOR FRAME ROUGH-IN DIAGRAM (ALL DOUBLE DOORS WITH OR WITHOUT MULLION)FINISHED ACCESSIBLE CEILINGMINIMUM 3/4" EMT CONDUIT TO ABOVE THE ACCESSIBLE CEILINGFINISHED FLOORCREDENTIAL READER ROUGH-IN3DOOR CONTACT ROUGH-INMINIMUM 1" EMT CONDUIT 11REQUEST TO EXIT DEVICE ROUGH-INFOR DOOR HARDWARE POWER SUPPLIES1/2" EMT CONDUIT MINIMUM (TYP.)4'-0"1MINIMUM 1" EMT CONDUITFOR DOOR HARDWARE POWER SUPPLIESMINIMUM 3/4" EMT CONDUIT TO ABOVE THE ACCESSIBLE CEILINGCREDENTIAL READER ROUGH-IN3REQUEST TO EXIT DEVICE ROUGH-INDOOR CONTACT ROUGH-IN14'-0"22445555664"4"4"7786"6"FIRST FLOORMAIN TELECOMMUNICATIONS ROOM -MDF / MPOEFROM SERVICE PROVIDERINCOMING EXISTING FIBER OPTIC CABLE65TELECOMMUNICATIONS ROOM -TR-2SECOND FLOOR1NOTES:1. THIS RISER IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS SHOWN. THIS RISER IS SHOWN FOR CLARIFICATION OF CONNECTION(S), LOCATIONS AND CABLE TYPE. ALL INFORMATION OUTLETS ARE TYPICAL OF THE OUTLETS IN THE AREA SHOWN. REFER TO FLOOR PLANS FOR MORE SPECIFIC ROUTING INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.2. REFER TO FLOOR PLANS FOR QUANTITY OF CABLES AND JACKS TO BE INSTALLED AT EACH INFORMATION OUTLET.KEYNOTES:1. REFER TO KEYNOTE #1 ON T201 AND T202. REMOVE ALL ALL EXISTING DATA FROM DESK WORKSTATIONS, PRINTERS, ACCESS POINTS AND OTHER DATA BACK TO SOURCE PATCH PANEL. 2. C# INDICATES VOICE/DATA FACEPLATE CONFIGURATION. REFER TO THE INFORMATION OUTLET SCHEDULE ON T601FOR ADDITIONAL INFORMATION. REFER TO SPECIFICATIONS SECTION 27 15 00 FOR ADDITIONAL INFORMATION.3. INFORMATION OUTLET INSTALLED IN E.C. PROVIDED AND INSTALLED FLOOR BOX. 4. RACK OR CABINET AS DEFINED ON THE TELECOM ROOM LAYOUT. REFER TO THE TELECOM ROOM REFERENCES MATRIX ON THE COVERPAGE FOR LOCATION.5. REFER TO SPECIFICATIONS FOR FIBER PATCH CORD REQUIREMENTS.6. RJ-45 TO RJ45 CATEGORY 6 UTP PATCH CORDS, REFER TO SPECIFICATIONS.7. 4-PAIR, CATEGORY 6 UNSHIELDED TWISTED PAIR CABLE, REFER TO SPECIFICATIONS.8. 18G SHLD 12 CONDUCTOR COPPER.9. ---[__]---MM/---[__]---SM FIBER OPTIC CABLE.10. REFER TO SPECIFICATIONS FOR COPPER PATCH CORD REQUIREMENTS.11. REFER TO COVERPAGE AND FLOOR PLANS FOR TELECOMMUNICATIONS ROOM LOCATIONS.12. REFER TO FLOORPLANS FOR QUANTITIES OF CAMERAS TO BE INSTALLED. CEILING/FLOOR SPACE4TELECOMMUNICATIONS ROOM -TR-1654CEILING/FLOOR SPACE111C#C#C#C#W91165423222C#C#C#C#W2723222C#C#C#C#W271211212ETHERNETELECTRIC DOOR LOCKINGHARDWARE (TYP.)(TYP.) +48" AFF+120VTYPICALTELECOM ROOM9/C #18 AWG SH2/C #18 AWG USH2/C #18 AWG USH4/C #18 AWG USH(TYP.)1NOTES:1. THIS DIAGRAM IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL DEVICE QUANTITIES OR LOCATIONS. ALL DEVICES SHOWN ARE TYPICAL AND MAY NOT REFLECT EVERY WIRE OR CONNECTION THAT MUST BE MADE. WIRING SHOWN ON THIS DIAGRAM REFLECTS THE REQUIREMENTS FOR THE BASIS OF DESIGN MANUFACTURER. ANY CHANGES REQUIRED DUE TO THE T.C.'S SELECTION OF AN ALTERNATE MANUFACTURER, INCLUDING ANY POWER REQUIRED FOR FIELD LOCATED SECURITY CONTROLLERS, SHALL BE INCLUDED IN THE T.C.'S BID.#KEYNOTES:1. CATEGORY 6 RJ-45 TO RJ-45 PATCH CABLE.2. REFER TO FLOOR PLANS FOR LOCATIONS AND LAYOUT OF INFORMATION OUTLETS TO BE PROVIDED BY T.C.3. CATEGORY 6 CABLING FROM INFORMATION OUTLET TO MODULAR PATCH PANEL IN AREA SERVING TELECOM ROOM.AC-CON-1REXDCCR1MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:As indicatedT501DETAILSCARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3NO SCALE CONTROLLED SECURITY SCHEME DOOR ROUGH-IN DETAIL1NO SCALE FIBER AND COPPER RISER DIAGRAM2NO SCALE ACCESS CONTROL RISER DIAGRAM3 MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:T600SCHEDULECARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3CR-76 E180AC-CR-WINGRESS TO PRIVATE OFFICEEXISTING PROTECT IN PLACECR-75 E185AAC-CR-WINGRESS TO MEETING ROOMSEXISTING PROTECT IN PLACECR-74 E184BAC-CR-WINGRESS TO MEETING ROOMSEXISTING PROTECT IN PLACECR-73 E185BAC-CR-WINGRESS TO MEETING ROOMSEXISTING PROTECT IN PLACECR-72AC-CR-Wx x xINTERIOR ENTRANCE TO EOC (NEW DOOR) REMOVE AND RELOCATECR-71AC-CR-Wx x xINTERIOR ENTRANCE TO EOC (NEW DOOR) REMOVE AND RELOCATECR-70AC-CR-WEXTERIOR ENTRANCE TO EOCEXISTING PROTECT IN PLACEEOC WINGCR-51 201BAC-CR1-Wx x xINVESTIGATIONS-2 NEWCR-50 201AAC-CR1-Wx x xINVESTIGATIONS-1 NEWCR-49 215AC-CR1-Wx x xCORRIDOR 215-1NEWCR-48 263BAC-CR1-Wx x xCORRIDOR 264 -2 NEWCR-47 263AAC-CR1-Wx x xCORRIDOR 264 -1 NEWCR-46 251AC-CR1-Wx x xCLEAN OFFICE CSI ENTRANCE NEWCR-45 225AC-CR1-Wx x xCSI LAB ENTRANCENEWCR-44 202AAC-CR-Wx x xVICE NARCOTICS A / SAMEREMOVE AND RELOCATECR-43 202BAC-CR-Wx x xVICE NARCOTICS B / SAMEREMOVE AND RELOCATECR-42 240AAC-CR-Wx x xI.T. OFFICE B / SAMEREMOVE AND RELOCATECR-41 240BAC-CR-Wx x xI.T. OFFICE A / SAMEREMOVE AND RELOCATECR-40 223AC-CR-Wx x xIN PROCESS EVIDENCE / SAMEREMOVE AND RELOCATESECOND FLOORCR-28 132AC-CR-Wx x xENTRANCE IDF ROOM TR-1 NEWCR-27 108CAC-CR-Wx x xEXTERIOR INGRESS TRAFFIC SUPERVISOR NEWCR-26 101AAC-CR-Wx x xEGRESS FROM LOBBYNEWCR-25 101BAC-CR-Wx x xENTRANCE PUBLIC COUNTER EMPLOYEE NEWCR-24AC-CR-WEXTERIOR EMPLOYEE PARKING GATE EXISTING PROTECT IN PLACECR-23AC-CR-WEXTERIOR OFFICER PARKING GATE EXISTING PROTECT IN PLACECR-22 108DAC-CR-WEXTERIOR INGRESS WEST ENTRANCE EXISTING PROTECT IN PLACECR-21 196AC-CR-Wx x xEXTERIOR INGRESS LOBBY FRONT REMOVE AND RELOCATECR-20AC-CR-WEXTERIOR INGRESS SE CORIDOREXISTING PROTECT IN PLACECR-19 133BAC-CR-Wx x xWATCH COMMANDER ENTRANCE REMOVE AND RELOCATECR-18 109AAC-CR-WRECORDS ENRANCE EXISTING PROTECT IN PLACECR-17 197AC-CR-Wx x xSTAIR ENTRANCE FIRST FLOORREMOVE AND RELOCATECR-16 EL01AC-CR-WELEVATOREXISTING PROTECT IN PLACECR-15 108BAC-CR-Wx x xTRAFFIC OFFICE / TRAFFIC SUPERVISOR REMOVE AND RELOCATECR-14 126AC-CR-Wx x xBATTERY SHOTGUN ENTRANCEREMOVE AND RELOCATECR-13 156AAC-CR1-Wx x xEXTERIOR INGRESS BAG TAGNEWCR-12 146BAC-CR1-Wx x xLOUNGE ENTANCENEWCR-11 147AAC-CR1-Wx x x911 CENTER DISPATCH ENRANCE B NEWCR-10 156BAC-CR-Wx x xBAG TAG ENTRANCEREMOVE AND RELOCATECR-09 144AC-CR-W911 CENTER DISPATCH ENRANCE A EXISTING PROTECT IN PLACECR-08 143AC-CR-Wx x xMPOE MDF ROOM ENTRANCE REMOVE AND RELOCATECR-07 142AC-CR-Wx x x911 EQUIPMENT ROOM ENTRANCE REMOVE AND RELOCATECR-06 141AC-CR-Wx x xCRIME ANALYST ENTRANCEREMOVE AND RELOCATECR-05 157BAC-CR-WEVIDENCE ENTRANCEEXISTING PROTECT IN PLACECR-04 000AC-CR-WJAIL ENTRANCEEXISTING PROTECT IN PLACECR-03 196AC-CR-WREAR ENTRANCE EXISTING PROTECT IN PLACECR-02 158BAC-CR-WINGRESS TO NARCOTICSEXISTING PROTECT IN PLACECR-01 000AC-CR-WINGRESS DOOR INTO JAIL EXISTING PROTECT IN PLACEFIRST FLOORCREDENTIAL READER TYPEMULTIPLE CREDENTIAL READERS OPERATES SINGLE DOOROPERATES MULTIPLE DOORSWIRELESSAUTOMATIC DOOR OPERATORELEVATORLOCKED BY EMERGENCY DURESS SEQUENCEINFANT PROTECTIONREMOTE UNLOCK VIA INTERCOM MASTERREMOTE UNLOCK PUSHBUTTONINTRUSION DETECTIONREMOTE UNLOCK FIRE COMMAND CENTERVIDEO SURVEILLANCEWANDER PREVENTION SYSTEMINTERNAL ELECTRIFIED HARDWARE CONNECTIONLOCAL PUSHBUTTON DOOR HARDWARE OVERRIDEMOTION DETECTORELECTRONIC LOCKING HARDWARE (BY OTHERS)MAG LOCKLATCH STATUS DETECTIONLOCAL ALARM HORNMONITOR LATCH BOLTMONITOR DOOR POSITION SWITCH SPDTMONITOR DOOR POSITION SWITCH DPDTMONITOR DOOR POSITION SWITCH FOR OVERHEAD DOORDELAYED EGRESSLOCAL 120VACPOWER SUPPYSCHEDUE BASED LOCKINGVISUAL STROBEDESCRIPTIONNOTESCR ID # ARCH DOOR #ROUGH IN ONLYCREDENTIAL READERINTEGRATIONREQUEST TO EXIT DOOR HARDWARE OTHER (REFER TO NOTES)ELECTRONIC DOOR HARDWARE SUCH AS ELECTRONIC STRIKES, ELECTRONIC LATCH RETRACTION, ETC. SHALL BE PROVIDED BY OTHERS. REFER TO THE GENERAL TECHNOLOGY EQUIPMENT SCHEDULE ON T601 FOR CREDENTIAL READER TYPE INFORMATIONCONTROLLED SECURITY SCHEME (CSS) TYPE SCHEDULE2-29 TR-2 INTERIOR - HALLWAY 262INTERIOR-HALLWAY 262 LOOKING AT CSI ENTRY EGRESS CEILING DOME5/T-400xCM1 NEW LOCATION/NEW CAMERA02-28 TR-2 EXTERIOR-BACK SIDE OF BUILDING SECOND FLOOREXTERIOR- STORAGE LOCKERS BACK SIDE OF PARKING LOT OVERVIEWWALL BULLET4 / T-400xCM2 NEW LOCATION / NEW CAMERA01-27 TR-1 INTERIOR- LOBBY NORTH EAST / INTERIOR LOBBY NORTH EAST INTERIOR LOBBY FACING INGRESS DOORS / INTERIOR LOBBY FACING INGRESS DOORS CEILING DOME5 / T-400xCM1 EXSITING / MOVE AND REPLACE WITH NEW01-26 TR-1 INTERIOR- LOBBY SOUTH WEST / ENTRY VESTABULEINTERIOR LOBBY / INTERIOR VESTABULE FACING INGRESS DOORSCEILING DOME5 / T-400xCM1 EXSITING / MOVE AND REPLACE WITH NEW01-25 TR-1 OUT-FRONT LOBBY DOORS CORNERINGRESS LOBBY DOORSWALL BULLET4 / T-400xCM2 EXISTING / REPLACE WITH NEW01-24 TR-1 OUT-FRONT LOBBY DOORS / OVER ECSEGRESS LOBBY DOORS / 360 DEG FRONT ENTRYWALL BULLET / DOME ECS MOUNT 2 / T-400xCM3 EXISTING / MOVE AND REPLACE WITH NEW01-23 TR-1 EXTERIOR- NORTH WEST CORNER OF BUILDINGEXTERIOR - NORTH WEST CORNER VIEWWALL BULLET4 / T-400xCM2 EXISTING / REPLACE WITH NEW01-22 TR-1 EXTERIOR- NORTH REAR DOOR NEXT TO DOOREXTERIOR-DOOR AREA AND APROCHINGWALL BULLET4 / T-400xCM2 EXISTING / REPLACE WITH NEW01-21 TR-1 EXTERIOR- NORTH REAR DOOR OVER DOOREXTERIOR- DOOR INGRESSWALL BULLET4 / T-400xCM2 EXISTING / REPLACE WITH NEW01-20 TR-1 EXTERIOR- OFFICER PARKING AREA GATEEXTERIOR - OFFICER PARKING AREAPOLE BULLET4 / T-400xCM2 EXISTING / REPLACE WITH NEW01-19 TR-1 EXTERIOR -EAST EMPLOYEE PARKING ENTRANCEEXTERIOR -EAST EMPLOYEE PARKING ENTRANCEPOLE BULLET4 / T-400xCM2 EXISTING / REPLACE WITH NEW01-18 TR-1 EXTERIOR -SOUTH EAST CORNER OF BUILDINGFRONT OF BUILDINGWALL BULLET4 / T-400xCM2 EXISTING / REPLACE WITH NEW01-17 TR-1 EXTERIOR-ENRTY EAST DOOREAST PARKING LOTWALL BULLET4 / T-400xCM2 EXISTING / REPLACE WITH NEW01-16 TR-1 EXTERIOR-ENRY EAST DOORINGERESS EAST ENTRY DOORWALL BULLET 4 / T-400xCM2 EXISTING / REPLACE WITH NEW01-15 TR-1 INTERIOR -EVIDENCE LOCKERSINTERIOR - EVIDENCE LOCKERSCEILING DOME5 / T-400xCM1 EXISTING / MOVE AND REPLACE WITH NEW01-14 TR-1 EXTERIOR- SALLY PORTEXTERIOR SALLY PORT VIEW TOWARDS INTAKE DOORWALL BULLET4 / T-400xCM2 EXISTING / REPLACE WITH NEW01-13 TR-1 EXTERIOR-EVIDENCE VEHICLESEXTERIOR ENTRY TO EVIDENCE VEHICLESWALL BULLET4 / T-400xCM2 EXISTING / REPLACE WITH NEW01-12 TR-1 INTERIOR -EVIDENCEINTERIOR - EVIDENCECEILING DOME5 / T-400xCM1 EXISTING / REPLACE WITH NEW01-11 TR-1 INTERIOR- NARCOTICSINTERIOR-NARCOTICSCEILING DOME5 / T-400xCM1 EXISTING / REPLACE WITH NEW01-10 TR-1 INTERIOR- PROPERTY AND EVIDENCEINTERIOR- PROPERTY AND EVIDENCECEILING DOME5 / T-400xCM1 EXISTING / MOVE AND REPLACE WITH NEW01-09 TR-1 EXTERIOR- SALLY PORT OVER INTAKE DOORSALLY PORT FROM INTAKE DOORWALL BULLET4 / T-400xCM2 EXISTING / REPLACE WITH NEW01-08 TR-1 CELL # UNKNOWNCELL INTERIORUNKNOWNEXISTINGxEXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM01-07 TR-1 SAFETY CELLSAFETY CELL INTERIORUNKNOWNEXISTINGxEXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM01-06 TR-1 CELL # UNKNOWNCELL INTERIORUNKNOWNEXISTINGxEXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM01-05 TR-1 CELL # UNKNOWNCELL INTERIORUNKNOWNEXISTINGxEXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM01-04 TR-1 JAIL INTAKE ROOMJAIL INTAKE ROOMUNKNOWNEXISTINGxEXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM01-03 TR-1 JAIL ENTRY FRON SALLY PORTINTERIOR- ENTRY FROM SALLY PORTUNKNOWNEXISTINGxEXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM01-02 TR-1 JAIL OVERVIEW OUTSIDE CELLSOUTSIDE CELLSUNKNOWNEXISTINGxEXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEM01-01 TR-1 JAIL INTERVIEWROOMUNKNOWNEXISTINGxEXISTING TO REMAIN NOT IN SCOPE TO REMAIN OPERATIONAL ON OLD SYSTEMCAMERA #TELECOMROOM #LOCATIONFIELD OF VIEW DESCRIPTIONMOUNTING TYPEDETAILREFERENCEIP ETHERNETANALOGADDITIONALINFORMATIONNOTESINDIVIDUAL CAMERA REQUIREMENTS SCHEDULEAP-19EXISTING EOC ROOM CSAME (REFRENCE SHEET T203.1)N-AP2-CCEILINGEXISTINGREMOVE AND REINSTALL SAME LOCATIONAP-18EXISTING MEETING ROOM BSAME (REFRENCE SHEET T203.1)N-AP2-CCEILINGEXISTINGREMOVE AND REINSTALL SAME LOCATIONAP-17EXISTING MEETING ROOM ASAME (REFRENCE SHEET T203.1)N-AP2-CCEILINGEXISTINGREMOVE AND REINSTALL SAME LOCATIONAP-16TR-2 CSI LABNEW (REFRENCE SHEET T203)N-AP2-CCEILINGNEWPULL NEW CAT6 CABLE FROM TR-2 / OWNER WILL PROVIDE AND INSTALL DEVICE.AP-15TR-2 LOUNGENEW (REFRENCE SHEET T203)N-AP2-CCEILINGNEWPULL NEW CAT6 CABLE FROM TR-2 / OWNER WILL PROVIDE AND INSTALL DEVICE.AP-14TR-2 FIRE ADMINSAME (REFRENCE SHEET T203)N-AP1-CCEILINGEXISTINGREMOVE DEVICE AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2.AP-13TR-2 MAIL ROOM CORRIDORSAME (REFRENCE SHEET T203)N-AP1-CCEILINGEXISTINGREMOVE DEVICE AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2.AP-12TR-2 VICE NARCOTICSSAME (REFRENCE SHEET T203)N-AP1-CCEILINGEXISTINGREMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2.AP-11TR-2 CSI CORRIDORSAME (REFRENCE SHEET T203)N-AP1-CCEILINGEXISTINGREMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2.AP-10TR-2 I.T. OFFICESAME (REFRENCE SHEET T203)N-AP1-CCEILINGEXISTINGREMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2.AP-09TR-2 FIRE CHIEF SECRETARY CONFRENCE SAME (REFRENCE SHEET T203)N-AP1-CCEILINGEXISTINGREMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2.AP-08TR-2 CLERICAL POOLSAME (REFRENCE SHEET T203)N-AP1-CCEILINGEXISTINGREMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-2.AP-07TR-1 FITNESS LOCKERSNEW (REFRENCE SHEET T203)N-AP2-CCEILINGNEWPULL NEW CAT6 CABLE FROM TR-1 / OWNER WILL PROVIDE AND INSTALL DEVICE.AP-06TR-1 WATCH COMMANDERNEW (REFRENCE SHEET T203)N-AP2_CCEILINGNEWPULL NEW CAT6 CABLE FROM TR-1 / OWNER WILL PROVIDE AND INSTALL DEVICE.AP-05TR-1 LOBBY ENTRYNEW (REFRENCE SHEET T203)N-AP2_CCEILINGNEWPULL NEW CAT6 CABLE FROM TR-1 / OWNER WILL PROVIDE AND INSTALL DEVICE.AP-04TR-1 RECORDSNEW (REFRENCE SHEET T203)N-AP2_CCEILINGNEWPULL NEW CAT6 CABLE FROM TR-1 / OWNER WILL PROVIDE AND INSTALL DEVICE.AP-03TR-1 BREIFINGSAME (REFRENCE SHEET T203)N-AP1-CCEILINGEXISTINGREMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-1.AP-02TR-1 CSTSAME (REFRENCE SHEET T203)N-AP1-CCEILINGEXISTINGREMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-1.AP-01TR-1 PROPERTY & EVIDENCESAME (REFRENCE SHEET T203)N-AP1-CCEILINGEXISTINGREMOVE DEVICE, AND WIRE AND REINSTALL SAME LOCATION / PULL NEW CAT6 CABLE FROM TR-1.ACCESS POINT # TELECOM ROOM #EXISTING LOCATIONNEW LOCATIONABREVIA... MOUNTING TYPE ADDITIONAL INFORMATIONNOTESINDIVIDUAL ACCESS POINTS REQUIREMENTS SCHEDULE 122-Port FaceplateIDENTIFICATIONIDENTIFICATIONPAIR 3PAIR 1PAIR 2PAIR 4WO WGOBLWBL GWBRBR1 32 4 5 6 7 8ANSI/TIA/EIA T568BPIN/PAIR ASSIGNMENTREFER TO SPECIFICATIONS FOR IDENTIFICATION REQUIREMENTS (TYP.)NUMBER INDICATES FACEPLATE POSITION (TYP.)MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"T601SCHEDULECARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 3SUPPORT FOR POSSIBLE RELOCATION AFTER WIRELESS SURVEY.1. LOCATION OF FUTURE OR OWNER PROVIDED WIRELESS ACCESS POINT. PROVIDE A 20' SLACK COIL AT THE NEAREST CABLESCHEDULE NOTES:TVF-CONNECTOR RG6 COAXBLANKBLANK FILLER MODULE2.REFER TO SPECIFICAITONS SECTION 27 05 53 FOR ADDITIONAL INFORMATION ON LABELING REQUIREMENTS.VOICECAT 6 RJ-451. PROVIDE REMOVABLE BLANK INSERT(S) FOR ALL UNUSED PORTS.DATA CAT 6 RJ-45NOTES:LEGENDSINGLE GANG WALLPLATESINFORMATION OUTLET SCHEDULECONFIGURATIONFACEPLATE PORTSFACEPLATE PORT IDENTIFICATIONNOTESPOSITION 1 JACK TYPEPOSITION 2 JACK TYPEPOSITION 3 JACK TYPEPOSITION 4 JACK TYPEPOSITION 5 JACK TYPEPOSITION 6 JACK TYPEAP-172 DATA DATAC1-WAP1 DATANO FACEPLATE JUST THE SINGLE GANG RING AND A KEYSTONE.C22 DATAC100 N/A N/ASEE KEYNOTE #11 SHEET T-203 FOR FURTHER DETAILSTV2 DATA TVW2 DATA DATAWAP2 DATA DATAWP14 N/A N/A N/A N/AEXISTING TO REMAIN PROTECT IN PLACETHE EQUIPMENT LIST ABBREVIATIONS AND THE GENERAL TECHNOLOGY EQUIPMENT SCHEDULE ARE FOR THE CONVENIENCE OF THE CONTRACTOR. EACH CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF QUANTITIES AND SHALL FURNISH ALL MATERIAL REQUIRED, WHETHER SPECIFIED OR NOT, TO PRODUCE A SATISFACTORY WORKING SYSTEM.CATALOG NUMBERS ARE NOT TO BE CONSIDERED COMPLETE BUT ARE GIVEN ONLY TO AID THE CONTRACTOR IN THE SEARCH FOR MATERIAL. NO MATERIAL SHALL BE ORDERED BYMANUFACTURER AND CATALOG NUMBER ONLY. EACH CONTRACTOR SHALL FIRST READ THE COMPLETE DESCRIPTION OF THE MATERIAL ON THESE DRAWINGS AND SPECIFICATIONS. THE FIRSTMANUFACTURER LISTED IS THE BASIS OF DESIGN. "STANDARD COLOR" INDICATES FACTORY FINISH AVAILABLE AT NO ADDITIONAL CHARGE.GENERAL TECHNOLOGY EQUIPMENT SCHEDULEEQUIPMENT LISTABBREVIATIONEQUIPMENT LIST DESCRIPTIONEQUIPMENT LIST MANUFACTURER ANDMODELSC-GND-2 RACK MOUNTED BONDING TERMINAL. ACCEPTS UP TO TWO #4 CABLES. MOUNTS TO RACK WITH ONE #12-24 SCREW.CHATSWORTH 08009-001SC-GND-W WALL-MOUNT GROUND BAR. 4" H X 12" L X 1/4" D COPPER, ELECTRICALLY ISOLATED BY INSULATORS INTEGRAL TO MOUNTINGBRACKETS. COPPER GROUND BAR IS 1/4" THICK AND STAND OFF 2.75" FROM WALL. THE 12" BUSBAR PROVIDES CONNECTIONFOR NINE LUGS RESPECTIVELY WITH 3/4" OR 1" OR 1-3/4" CENTERS. ANSI/EIA/TIA-607 AND BICSI COMPLIANT. UL LISTED.REFER TO GROUND BAR DETAIL ON 1/T3.01 FOR ADDITIONAL INFORMATION.CHATSWORTH 10622-012SC-HH-1 IN GROUND HAND HOLE 13" X 24" X 18" POLYMER CONCRETE WITH (COMMUNICATIONS) LABEL. REFER TO3/T500 FOR EXTERIOR HAND HOLE DETAIL.HHPC132418OR EQUIVALENT.SC-HWM-1 HORIZONTAL WIRE MANAGEMENT, 1.5" X 3" PRE-ASSEMBLED D-RINGS ON FRONT, 1.5" X 5" PRE-ASSEMBLED D-RINGS ONREAR. PROVIDE WITH COVER. REQUIRES (1) 1.75" MOUNTING SPACE.HUBBELL HM14 + HC33WFSYSTIMAXSIEMONORTRONICSSC-IO-C INFORMATION OUTLET, CEILING MOUNT, SINGLE GANG COVERPLATE AS INDICATED ON DRAWINGS AND INFORMATION OUTLETSCHEDULE. REFER TO INFORMATION OUTLET SCHEDULE ON T600 FOR PIN CONFIGURATION INFORMATION."#" INDICATE INFORMATION OUTLET FACEPLATE CONFIGURATION AS INDICATED ON THE PLANS. REFER TO INFORMATIONOUTLET SCHEDULE ON T600 FOR ADDITIONAL INFORMATION.PANDUIT, ICC, LEVITONSC-IO-W INFORMATION OUTLET WALL MOUNT SINGLE GANG COVERPLATE AS INDICATED ON DRAWINGS AND INFORMATION OUTLETSCHEDULE, REFER TO INFORMATION OUTLET SCHEDULE ON T600 FOR PIN CONFIGURATION INFORMATION.PANDUIT, ICC, LEVITONSC-LDR-1 12"W X 1.5"H X 9.96" L SECTIONS. CUT AND INSTALL TO DESIGN, UNIVERSAL LADDER CABLE RUNWAY.CHATSWORTH 10250-712SC-MPP-1 CAT 6 MODULAR PATCH PANEL, 48 TERMINATIONS, MOUNTS DIRECTLY TO EIA/TIA STANDARD 19" RACK RAILS WTH PORT IDNUMBERS. U.L. LISTED. REQUIRES (2) 1.75" RACK UNIT SPACES.PANDUIT, ICC, LEVITONSC-TTB TELECOMMUNICATIONS TERMINAL BOARD, 4’X8’X3/4” A-C GRADE FIRE-RATED PLYWOOD. EXPOSED SIDE SHALL BE SMOOTH.MOUNT VERTICALLY WITH TOP OF PLYWOOD AT 8’-6” AFF. IN THE EVENT THE MANUFACTURER’S RATING STAMP IS NOTVISIBLE ON THE SMOOTH SIDE, THE CONTRACTOR SHALL PROVIDE A LAMINATED LETTER FROM THE MANUFACTURER ORSUPPLIER CERTIFYING THAT THE PLYWOOD IS FIRE-RATED AND ATTACH THE LETTER WITH A PICTURE OF THE RATINGSTAMP, TO THE PLYWOOD. FIRE RATED PLYWOOD SHALL NOT BE PAINTED OR TREATED WITH ANY TYPE OF SEALANT THATWOULD LESSEN THE INTEGRITY OF THE FIRE RATING.*SC-VPP-1 VOICE PATCH PANEL, 110-TYPE 100-PAIR, PROVIDE WITH MOUNTING BLOCKS, CONNECTING BLOCKS, 188B1 HORIZONTALJUMPER TROUGHS, DUCT ASSEMBLIES, HARDWARE, LABEL HOLDERS, AND BLANK INSERTS, REFER TO SPECIFICATIONS FORADDITIONAL INFORMATION. ALSO PROVIDE WITH 110-TYPE PATCH PANEL SYSTEM BACKBOARD. PROVIDE 5-PAIR IDC FORBACKBONE CABLE TERMINATION.COMMSCOPE SYSTIMAX 110AB2-100FT.COMMSCOPE SYSTIMAX 188B1 JUMPER TROUGHSC-VWM-1 SEISMIC VERTICAL WIRE MANAGEMENT SYSTEM WITH CABLE MANAGEMENT FINGERS KIT AND OFFSET KIT. FOR 2 POSTCHATSWORTH 1385-X03 RACK.CHATSWORTH 13704-X03 VCS. VERTICAL CABLINGSECTION.CHATSWORTH 13696-002 CABLE MANAGEMENT FINGERSKIT.CHATSWORTH 13699-701 VCS OFFSET MOUNTING KIT.SC-WP-W EXISTING A/V WALL PLATE. PROTECT IN PLACE.N/AVS-CAM-1 (EXISTING) CAMERA ON OLD COAX SYSTEM TO BE REMOVED UPON COMPLETED AND FUNCTIONING INSTALLATION OF (NEW)CAMERAS TO INCLUDE CONNECTION TO EXISTING ONSSI OCULARIS VMS.N/AVS-CM1-C (NEW) VANDAL RESISTANT DOME 5MP 9.4MM - 3.90MM MOTOR 2.4 X OPTICAL ZOOM CMOS H.264, H265, MJPEG, MPEG-4, AVCNETWORK IP CAMERA. 6.3" DIAMETER 4.7" HEIGHT 2.23 LB. MOUNTING ABILITY TO: CEILING, CORNER, FLUSH, PARAPET, POLEAND WALL. 3 YEAR WARRANTY. RJ45 CONNECTOR. COMPATABLE WITH ONSSI OCULARIS VMS SYSTEM. CONNECT TO EXISTINGONSSI OCULARIS VMS SYSTEM BY CAT6 NETWORK ETHERNET TO IDF PATCH PANELS. OWNERS TO ADOPT CAMERAS TO VMSSYSTEM AND CONFIGURE NETWORK SETTINGS.HANWHAXNV-8080ROR COMPATABLE EQUIVALENTVS-CM2-W (NEW)VANDAL RESISTANT IP67 BULLET CAMERA 5MP 9.4MM - 3.40MM MOTOR 2.4 X OPTICAL ZOOM CMOS H.264, H265, MJPEG,MPEG-4, AVC NETWORK IP CAMERA. MOUNTING ABILITY TO: CEILING, CORNER, POLE AND WALL. 3 YEAR WARRANTY. RJ45CONECTOR. COMPATABLE WITH ONSSI OCULARIS VMS SYSTEM. CONNECT TO EXISTING ONSSI OCULARIS VMS SYSTEM BYCAT6 NETWORK ETHERNET TO IDF PATCH PANELS. OWNERS TO ADOPT CAMERAS TO VMS SYSTEM AND CONFIGURENETWORK SETTINGS.HANWHA XNO-8080ROR COMPATABLE EQUIVALENTVS-CM3-C (NEW) 360 DEG 1.6MM VANDAL RESISTANT CEILING DOME IP CAMERA 6MP CMOS 3072X2048 RESOLUTION MOUNTING ABILITYTO: CEILING, CORNER, FLUSH, PARAPET, POLE AND WALL. 3 YEAR WARRANTY. RJ45 CONNECTOR. COMPATABLE WITH ONSSIOCULARIS VMS SYSTEM. CONNECT TO EXISTING ONSSI OCULARIS VMS SYSTEM BY CAT6 NETWORK ETHERNET TO IDF PATCHPANELS. OWNERS TO ADOPT CAMERAS TO VMS SYSTEM AND CONFIGURE NETWORK SETTINGS.AXIS M3057-PLVETHE EQUIPMENT LIST ABBREVIATIONS AND THE GENERAL TECHNOLOGY EQUIPMENT SCHEDULE ARE FOR THE CONVENIENCE OF THE CONTRACTOR. EACH CONTRACTOR SHALL BERESPONSIBLE FOR VERIFICATION OF QUANTITIES AND SHALL FURNISH ALL MATERIAL REQUIRED, WHETHER SPECIFIED OR NOT, TO PRODUCE A SATISFACTORY WORKING SYSTEM.CATALOG NUMBERS ARE NOT TO BE CONSIDERED COMPLETE BUT ARE GIVEN ONLY TO AID THE CONTRACTOR IN THE SEARCH FOR MATERIAL. NO MATERIAL SHALL BE ORDERED BYMANUFACTURER AND CATALOG NUMBER ONLY. EACH CONTRACTOR SHALL FIRST READ THE COMPLETE DESCRIPTION OF THE MATERIAL ON THESE DRAWINGS AND SPECIFICATIONS. THE FIRSTMANUFACTURER LISTED IS THE BASIS OF DESIGN. "STANDARD COLOR" INDICATES FACTORY FINISH AVAILABLE AT NO ADDITIONAL CHARGE.GENERAL TECHNOLOGY EQUIPMENT SCHEDULEEQUIPMENT LISTABBREVIATIONEQUIPMENT LIST DESCRIPTIONEQUIPMENT LIST MANUFACTURER ANDMODELAC-CON-1 ACCESS CONTROL NETWORKED CONTROLLER. 2 X CREDENTIAL READER, 2X DOOR MONITOR, 2X LOCK RELAY, 2x REQUESTTO EXIT. FOR (NEW) AC-CR1-W DEVICES AND RELATED ELECTRIFIED DOOR LATCH, REQUEST TO EXIT AND DOOR CONTACTPOSITION SWITCH.AMAG SYMMETRY EDGE EN-2DBCAC-CR1-W (NEW) CARD READER 3.3" X 4.8" X 1.1" BLACK COMPATABLE WITH AMAG SYMMETRY SYSTEM. OPEN SUPERVISED DEVICEPROTOCOL (OSDP) (SIA) STANDARD. CONNECT TO (EXISTING) AMAG SYMMETRY PUBLIC SAFETY SYSTEM ON CAT6ETHERNET.HID (NEW) RPK40NO SUBSTITUTEAC-CR-W (EXISTING) HID CREDENTIAL READER PROTECT IN PLACE.HID EXISTING RPK40AV-BLT-1 BLUE TOOTH RECEIVER INPUT DEVICE SINGLE GANG CAT6 CABLE TO CLOUD 46-80T FACILITY PORT.CLOUD BT-1AFBAV-CP1-W PROTECT CONTROLS IN PLACE (EXISTING).N/AAV-FB1-F PROTECT FLOOR BOX OUTLETS IN PLACE (EXISTING).N/AAV-INP-W LINE LEVEL AUDIO EXTENDER BALM, AUDIO OVER CAT6 CABLE 1000' RATED.GEFEN EXT-AUD-1000AV-INT-W PROTECT INTERCOM IN PLACE (EXISTING).N/AAV-IS1-W INTERCOM STATION, ASSISTANCE INTERCOM WITH IP CAMERA PROVIDING DIRECT COMMUNICATION TO BUILDING. ONEBUTTON BLACK ASSISTANCE LETTERING. VANDAL RESISTANT MULTI FUNCTIONAL STAINLESS STEEL ENCLOSURE. LEDILLUMINATION, SURFACE MOUNT 4.75” W x 10.25” H x 2.875” D WEIGHT 4 lbs. SEE CODEBLUE.COM FOR ORDER FORM WITHOPTIONS.CODE BLUE CENTRY CBCE00002AV-IS-W (EXISTING) INTERCOM STATION REMOVE AND REPLACE WITH NEW.N/AAV-MIX-1 4 ZONE 120W PER CHANNEL @ 70V INTEGRATED MIXER AMPLIFIER. REMOTE BLUETOOTH CAPABLE, REMOTE INPUT PANELOPTIONAL WITH REMOTE VOLUME AND SOURCE SELECTOR. 2U RACK MOUNTING.CLOUD 46-120TAV-MON-1 REMOVE VIDEO DISPLAY MONITOR.N/AAV-MON-2 (NEW) 65" COMMERCIAL GRADE DIAGONAL LED DISPLAY MONITOR. 57" W 32.7" H 1.6" D 400 X 300 VESA MOUNT 4K RESOLUTION2 HDMI PORTS. INCLUDE AV-MT1-W. ADD AV-SC-1 UNLESS OTHERWISE NOTED.SAMSUNG, LG, PLANAROR EQUIVILANTAV-MON-3 (NEW) 85" COMMERCIAL GRADE DIAGONAL LED DISPLAY MONITOR.74.8" W 42.9" H 2.7" D 600 X 400 VESA MOUNT 4KRESOLUTION 2 HDMI PORTS. INCLUDE AV-MT2-W. ADD AV-SC-1 UNLESS OTHERWISE NOTED.SAMSUNG, LG, PLANAROR EQUIVILANTAV-MON-4 (EXISTING) VIDEO DISPLAY MONITOR AND BRACKET TO BE REMOVED STORED THEN RE-INSTALLED. PROTECT IN PLACE ANDRE-USE EXISTING CABLING.N/AAV-MT1-W PULL OUT PIVOT MOUNT DISPLAY DEVICE WALL MOUNT. RECESS OR SURFACE MOUNT WITH EQUIPMENT CAVITY. 200MM X200MM VESA PLATE. 11.18" EXTENSION FOR SERVICE AND ACCESS TO REAR PANEL. 5DEG and 10 DEG TILT. 21" X 9.76" x 2.73"20LBS WITH A 150 LB LOAD CAPACITY. LOCKING KEY WITH CABLE MANAGEMENT SLEEVE. UP TO 65" DISPLAY.PEERLESS SP850 -V2X2AV-MT2-W PULL OUT PIVOT MOUNT DISPLAY DEVICE WALL MOUNT. RECESS OR SURFACE MOUNT WITH EQUIPMENT CAVITY. 200MM X200MM VESA PLATE. 11.18" EXTENSION FOR SERVICE AND ACCESS TO REAR PANEL. 5DEG and 10 DEG TILT. 21" X 9.76" x 2.73"20LBS WITH A 150 LB LOAD CAPACITY. LOCKING KEY WITH CABLE MANAGEMENT SLEEVE. ADD PLP-UNL ADAPTOR FOR UP TO90" DISPLAY.PEERLESS SP850 -V2X2PEERLESS PLP-UNL ADAPTORAV-OPT-1 OPTICAL TO ANALOG AUDIO OUTPUT ADAPTOR FOR CONVERSION OF TOSLINK DISPLAY OUTPUT TO ANALOG L/R AUDIO. USEDON DISPLAY MONITOR TO SEND DISPLAY AUDIO TO AUDIO SYSTEM.GEFEN EXT-DDIGAUD-2-AAUDAV-PRJ-C (EXISTING) CEILING MOUNTED PROJECTOR TO BE REMOVED STORED THEN RE-INSTALLED. PROTECT IN PLACE AND RE-USEEXISTING CABLING.N/AAV-PS1-C 6.5" INTEGRAL BACKCAN PERFORMANCE CEILING SPEAKER. 2-WAY 65HZ - 20 KHZ 140DEG CONICAL. 112DB PEAK OUTPUT 6.5"LF DRIVER .75" HF DRIVER. 70V TRANSFORMER TO BE TAPPED AT 15W. EUROBLOCK CONNECTOR 11.02" X 9.32" WHITE.QSC AD-C6TAV-S1-C ZONE PAGING SPEAKER 8" TYPICAL ROUND METAL GRILL 70V CEILING MOUNTED PAGING SPEAKER 5 W TAP AT 70V. INCLUDETILE BRIDGE AND BACK BOX / PAGING SOURCE TELECOM SYSTEM.LOWELL R1810-72LOWELL / BOGEN / ATLASOR EQUIVALENTAV-SC-1 HDMI WIRELESS SCREEN CAST RX / TX DEVICE AT EACH DISPLAY MONITOR UNLESS OTHERWISE NOTED. ONE RECEIVER ONETRANSMITTER KIT WITH UP TO 8 TX BUTTON EXPANSION. PROPRIETARY SYSTEM TO CARLSBAD NO SUBSTITUTE.BARCO CLICK SHARE CS-100NO SUBSTITUTEAV-SP2-C (EXISTING) PERFORMANCE SPEAKER IN CEILING. REMOVE, PROTECT AND RE-INSTALL.PROTECT AND USE EXISTING WIRING. N/AAV-SRC-1 (EXISTING) CEILING MOUNTED DROP DOWN ELECTRIC PROJECTION SCREEN TO BE REMOVED STORED THEN RE-INSTALLED.PROTECT IN PLACE AND RE-USE EXISTING CABLING.AV-VC1-W REMOTE SOURCE AND VOLUME CONTROL LEVEL SINGLE GANG BLACK.CLOUD RSL-6ABAV-WP1-W PROTECT WALL PLATE IN PLACE (EXISTING).N/AIC-IS-W INTERCOM DOOR STATION, RECESSED, VANDAL PROOF, CORROSION RESISTANT HOUSING, STAINLESS STEEL FACEPLATE,99dB ENVIRONMENTALLY SEALED SPEAKER DRIVER, 400-4000 Hz FREQUENCY RESPONSE. FULL DUPLEX TWO WAYCOMMUNICATION.ID-ECS-1 (NEW) ASSISTANCE CALL STATION TOWER, SAFTEY BLUE, IP5000 SPEAKER PHONE, PUSH FOR HELP BEZEL, 12-24V AC DCPOWER STANDARD, LED FACEPLATE LIGHT, AREA LIGHT, MOUNTING RING, WHITE EMERGENCY GRAPHICS. HEIGHT 9'DIAMETER 12.75" ACCESS DOOR 14" X 9.64" ADD OPTIONAL OVERHEAD CAMERA MOUNT AND MOUNTING RING SEE CB 1-SORDER FORM CODE BLUE.COMCODE BLUE PART#CB1S00052N-AP1-C ACCESS POINT (EXISTING) REMOVE AND REPLACE IN NEW LOCATION.CISCO MODEL N/AN-AP2-C ACCESS POINT (NEW). SUPPLIED AND INSTALLED BY OWNERS I.T. DEPARTMENT.CISCO MODEL N/ASC-CAB-1 OUTDOOR FIBER CABINET WITH 12 LC CONNECTOR ADAPTOR PLATE. 11.5" X 9.5" X 4" CABINET OCO 12N. ADAPTOR PLATE6112MMDLC. WALL OR PEDESTAL MOUNT ON ELECTRICAL PANEL MOUNTING STRUCTURE OR NEAR BY WALL.OCC- OCO 12N / 6112MMDLCOR EQUIVALENTSC-ER-1 2 POST SEISMIC RATED EQUIPMENT RACK. 19" EIA-310 -D COMPLIANT, MEETS TELCORDIA TECHNOLOGIES INC GR-63-CORE(NEBS) ZONE 4 REQUIRMENTS. 44U HEIGHT. 7' X 24" X 15" THREADED MOUNTING RAILS #12-24. 1000 LB LOAD CAPACITY.INCLUDES GROUNDING CONNECTION POINTS. INCLUDE: VERTICAL CABLING MANAGEMENT, CABLE MANAGEMENT FINGERSDUAL SIDED, OFFSET MOUNTING KIT, 24 OUTLET VERTICAL POWER STRIP, INSTALLATION KITCHATSWORTH 1385-X03 RACK.CHATSWORTH 13697-001 VETICAL POWER STIP.MOUNTING KIT.CHATSWORTH 12848-704 24OUTLET 110V VERTICALPOWER STRIP.CHATSWORTH 40604-001 RACK FRAME INSTALLATION KIT.SC-ER-2 EXSISTING EQUIPMENT RACKS TO REMAIN, PROTECT IN PLACE. REMOVE CABLING, COVER RACK AND MOVE AS NEEDED FORBRACING CONSTRUCTION. PROTECT CABLING IN PLACE AND RE-CONNECT.CHATSWORTHSC-FDC-1 OPTICAL FIBER DISTRIBUTION CABINET, RACK MOUNT. 96 FIBER MAXIMUM CAPACITY, FRONT LOCKING DOOR, SLIDE OUT RAILSTO FACILITATE FRONT ACCESS, JUMPER TROUGHS IN CONNECTOR PANELS TO REDUCE MOUNTING SPACE. REQUIRES (2) 19" X1.75" RACK MOUNTING SPACES.PROVIDE WITH CLAMP AND GROUNDING KIT, COUPLING PANEL(S), JUMPERS, AND REAR MOUNTED CLOSET HOUSINGPANEL(S). REFER TO SPECIFICATIONS SECTION 27 11 00 FOR ADDITIONAL INFORMATION.CORNING CCH-02UHUBBELLSC-GND-1 GROUNDING BUSBAR, WALL MOUNT. 4" H X 12" L X 1/4" D SOLID COPPER, ELECTRICALLY ISOLATED BY INSULATORS INTEGRALTO STAINLESS STEEL MOUNTING BRACKETS. PROVIDE UNIT CONFIGURED WITH 15 SETS OF 5/16" HOLES SPACED 5/8" ONCENTER TO ACCOMMODATE "A" SPACED TWO-HOLE COMPRESSION LUGS AND 3 SETS OF 7/16" HOLES SPACED 1" ON CENTERTO ACCOMMODATE "C" SPACED TWO-HOLE COMPRESSION LUGS. ANSI/EIA/TIA-607 AND BICSI COMPLIANT. UL LISTED. REFERTO SPECIFICATION 27 11 00 FOR ADDITIONAL INFORMATION.HUBBELL HBBBHR19BERK-TEK ORTRONICSSYSTIMAXCM3x x 3072 2048 xColor .16 lux (F2.0) B/W .003 lux IRE F2.0 1-100 H.265 / H.264 / MPEG 4 60fpsx x x x x1.6mm F2.0x x x 6 x x x xWHITE ALUMINIUMx x x x x xAXIS M35057 PLVE360DEG DOMECM2x x 2560 1920 xColor .07 lux (F1.2) B/W 0 lux (IR on) (2-1/12,000sec) H.265 / H.264 / MPEG 4 30fpsx x x x x3.7 - 9.4mm (2.5X) motorized varifocalx x x 5 xx x x x x xDARK GREY ALUMINIUMx x x xxHANWHA TECHWIN XNO-8080R BULLETCM1x x 2560 1920 xColor .07 lux (F1.2) B/W 0 lux (IR on) (2-1/12,000sec) H.265 / H.264 / MPEG 4 30fpsx x x x x3.9 - 9.4mm (2.5X) motorized varifocalx x x 5 x x x x xxIVORY ALUMINIUMx x x xxHANWHA TECHWIN XNV-8080R DOME1/4"1/3"1 / 1.8"1/2"HORIZONTALVERTICALDYNAMIC LOW LIGHTWIDE DYNAMIC RANGEMINIMUM ILLUMINATIONDAY / NIGHTINFRAREDUTP VIA BALUNFIBER TX/RX TERMINATIONDIGITAL ZOOMWIRELESSTCP/IPCCDCMOSDAYLIGHTAUTO IRISAUTO ZOOMMEGAPIXELDAY / NIGHTRECESSED DOMESURFACE MOUNT DOMEPENDANT MOUNT DOMELINEAR CAMERA HOUSINGEXPOSED CAMERACEILING PENDANTWALL PENDANTWALL MOUNTCEILING MOUNTPOLE MOUNTCORNER MOUNTPARAPET MOUNTSPECIALTY HOUSING (SEENOTES)INDOOR (NEMA 1)OUTDOOR (NEMA 3R IP67 IP66)ENVIROMENTAL (NEMA 4X)VANDAL RESISTANT (IK10)DETENTION GRADEENVIROMENTAL SENSORSENCLOSURE WIPER BLADEINTERNAL BLOWE FANSUN SHIELDPRESURIZED (NEMA 6P)SMOKED DOMECAMERA TYPE CODEPTZ CAMERAFIXED CAMERASENSOR SIZE MAXIMUM RESOLUTIONSENSITIVITY TYPESHUTTER SPEEDCOMPRESSION CODECMAXIMUM FRAME RATEFEATURESFOCAL LENGTHFEATURESTYPEMOUNTFINISHFEATURESCAMERALENSENCLOSUREBASIS OF DESIGNNOTESVIDEO SURVEILLANCE CAMERA TYPE SCHEDULE TV-TVT-#TV-TVS-#TV-TVT-#TV-TVA-#TV-TVE-#TV-TVP-#TV-TVA-#AV-MIX-1INPUT 1 RCA (L+R)INPUT 2 RCA (L+R)INPUT 3 T.B. (L+R)INPUT 4 T.B. (L+R)INPUT 5 T.B. (L+R)INPUT 6 T.B. (L+R)MIC 1 PAGE T.B. (MIC)MIC 2 INPUT T.B. (MIC)FACILITY PORT RJ-45(EXPANSION)PAGE GROUND 0PAGE ZONE 1PAGE ZONE 2PAGE ZONE 3PAGE ZONE 4PAGE + VMUSIC MUTE N.O.RJ-45 DIGITAL PAGE MICZONE 1 3 PIN VC SOURCESELECTZONE 2 3 PIN VC SOURCESELECTZONE 3 3 PIN VC SOURCESELECTZONE 4 3 PIN VC SOURCESELECT70V MONO ZONE 170V MONO ZONE 270V MONO ZONE 370V MONO ZONE 4AUDIO UTILITY LOOPS1SP1AV-MON-2 AV-MON-3F-CONN (CAB/SAT)HDMI 1 (HDCP 1.X)HDMI 2 (HDCP 1.X)OPTICAL (TOSLINK)AV-MON-2 AV-MON-3F-CONN (CAB/SAT)HDMI 1 (HDCP 1.X)HDMI 2 (HDCP 1.X)OPTICAL (TOSLINK)AV-BLT-1RJ-45 SERIALAV-OPT-1OPTICAL (TOSLINK)RCA (L+R)AV-INP-W TXRCA (L+R)RJ-45 (DIGITALMEDIA)AV-INP-W RXRJ-45 (DIGITALMEDIA)RCA (L+R)AV-VC1-WRJ-45 (DTP)OWNER MUSIC PLAYERRCA (L+R)OWNER PAGE MODULEPAGE AUDIO OUTZONE 1 RELAY (2-WIRE)ZONE 2 RELAY (2-WIRE)ZONE 3 RELAY (2-WIRE)ZONE 4 RELAY (2-WIRE)RJ-45 (ETHERNET) VOIPAV-SC-1HDMI (HDCP)S1S1SP1SP1S1S1 S1S1S1 S1TR-1FITNESS ROOMZ1 PHYSICAL FITNESS 161Z2 SECOND FLOORZ3 FIRST FLOORZ4 BRIEFING ROOMVIDEO DISPLAYS WITH SCREEN SHARECAT616-216-216-216-216-216-2RG616-216-216-216-216-216-2CAT622-2 SHLDCAT622-2 SHLD22-2 SHLDFIBERCAT622-2 SHLD22-222-222-2HDMIOWNERCATVDIST122-2AV SYSTEM SCHEMATIC DIAGRAMOWNERVOIPINTERFACE2SCREEN SHARE VIDEO DISPLAYNOTES:1. THIS SCHEMATIC IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS SHOWN. THIS SCHEMATIC IS SHOWN FOR CLARIFICATION OF CONNECTION(S), LOCATIONS. REFER TO FLOOR PLANS.2. PROPERLY BOND ALL DRAIN CONDUCTORS OF SHIELDED SPEAKER CABLES TO NEAREST SC-GND-1 IN ORIGIN TELECOMMUNICATIONS ROOM ONLY.3. HORIZONTAL SPEAKER CABLING CONNECTING SPEAKERS AND VOLUME CONTROLS MAY BE T-TAPPED ONLY AT SPEAKER AND VOLUME CONTROL LOCATIONS. ALL HORIZONTAL SPEAKER CABLING CONNECTIONS SHALL BE MADE IN COVERED DEVICE BOXES OR JUNCTION BOXES. CONTRACTOR SHALL SIZE DEVICE BOXES AND JUNCTION BOXES PER APPLICABLE CODES FOR THE AMOUNT OF CABLING SERVED. MAINTAIN CONTINUITY OF DRAIN CONDUCTOR BETWEEN SECTIONS OF HORIZONTAL SPEAKER CABLE AT ALL CONNECTION POINTS. BACKBONE CABLES SHALL NOT BE SPLICED.4. ALL NECESSARY CONNECTIONS TO BE COMPLETED BY THIS CONTRACTOR.NOTES:1. THIS SCHEMATIC IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS SHOWN. THIS SCHEMATIC IS SHOWN FOR CLARIFICATION OF CONNECTION(S), LOCATIONS. REFER TO FLOOR PLANS.MAIN TELECOMMUNICATIONS ROOM (TR-1)NOTES:1. THIS RISER IS DIAGRAMMATIC AND MAY NOT SHOW ACTUAL ROUTING OR QUANTITIES OF MATERIALS SHOWN. THIS RISER IS SHOWN FOR CLARIFICATION OF CONNECTION(S), LOCATIONS AND CABLE TYPE. ALL INFORMATION OUTLETS ARE TYPICAL OF THE OUTLETS IN THE AREA SHOWN. REFER TO DRAWINGS FOR ACTUAL QUANTITIES OF INFORMATION OUTLETS AND MORE SPECIFIC ROUTING INFORMATION. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.2. CONTRACTOR TO PROVIDE CATV SYSTEM TO ALLOW 6dB +/-3dB OF OUTPUT ON ALL CHANNELS AT ALL TELEVISION INFORMATION OUTLETS AND SEPARATE RETURN PATH BACK TO EXISTING CATV HEAD END. ACTUAL EQUALIZER VALUES/QUANTITY, AMP SIZING/QUANTITY, TAP/SPLITTER VALUES/QUANTITY, AND LAYOUT TO BE INCLUDED IN CONTRACTOR'S FINAL DESIGN. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.3. ALL CROSS-CONNECTIONS BY THIS CONTRACTOR.4. RG-11 JUMPERS IN TELECOMMUNICATIONS CLOSETS SHALL BE NO LONGER THAN 10 FEET. RUNS BEYOND 10 FEET SHALL UTILIZE .500 1/2" HARDLINE.5. REFER TO [TXXX] FOR GENERAL TECHNOLOGY EQUIPMENT SCHEDULE FOR MORE INFORMATION.KEYNOTES:1. HORIZONTAL CABLE RUNS FROM TELECOMMUNICATIONS ROOMS TO OUTLET LOCATIONS UNDER 180 FEET IN LENGTH SHALL UTILIZE 18 GAUGE RG-6; RUNS BETWEEN 180 AND 295 FEET SHALL UTILIZE 14 GAUGE RG-11. REFER TO SPECIFICATIONS FOR CABLE REQUIREMENTS. 2. REFER TO DRAWINGS FOR QUANTITY OF LOCATIONS AND QUANTITY OF CABLES AND JACKS TO BE INSTALLED AT EACH INFORMATION OUTLET LOCATION.3. RG-11 COAXIAL CABLE, REFER TO SPECIFICATIONS FOR REQUIREMENTS. 4. .500 HARDLINE COAXIAL CABLE, REFER TO SPECIFICATIONS FOR REQUIREMENTS. 5. COAXIAL BROADBAND DIRECTIONAL COUPLER/TAP. PROVIDE WITH PORTS, VALUES AND QUANTITY AS REQUIRED BY CONTRACTOR DESIGN.6. COAXIAL BROADBAND AMPLIFIER, PROVIDE WITH VALUE AND QUANTITY AS REQUIRED BY CONTRACTOR DESIGN. 7. COAXIAL BROADBAND SPLITTER. PROVIDE WITH PORTS, VALUES AND QUANTITY AS REQUIRED BY CONTRACTOR DESIGN. 8. COAXIAL BROADBAND SURGE SUPPRESSOR. BOND TO NEAREST [SC-GND-1]. 9. COAXIAL BROADBAND EQUALIZER. PROVIDE WITH VALUE TO COMPENSATE FOR FIELD MEASURED CABLE TILT. 10. INCOMING SERVICE CABLE BY SERVICE PROVIDER. COORDINATE EXACT LOCATION WITH SERVICE PROVIDER.FIRST FLOOR PLAN3FLOOR SPACE10IDF-15672FLOOR SPACE198MAIN TELECOMMUNICATIONS ROOM (TR-2)SECOND FLOOR PLAN3IDF-256CEILING/FLOOR SPACE4333TV#MATTHEWM.SAMAREREREENIGNELANOISSEORPDFIANOFCALIFORSTATEELACIRTCLETSIGERNo. 21648Exp 9/30/22CIP 4715DWN BY:CHKD BY:RVWD BY:PROJECT NO. DRAWING NO.SHEET:SHEETS:ENGINEERING DEPARTMENT:CITY OF CARLSBAD:REVISION DESCRIPTION:ENGINEER OF WORK:DATEINITIALDATEINITIALDATEINITIALOTHER APPROVAL:CITY APPROVAL:MS7515 METROPOLITAN DRIVE, SUITE 400SAN DIEGO, CA 92108T 619.294.7515F 619.294.97592WWW.SILLMANWRIGHT.COMREGISTRATION STAMP:DESIGN CONSULTANT:SCALE:ISSUE:CITY OF CARLSBAD PUBLIC WORKS CONTRACTS ADMINISTRATION 1635 FARADAY AVECARLSBAD, CA 92008811-4ACARLSBAD SAFETY CENTER RENOVATION PROJECTMARK DATE DESCRIPTIONSCALE:SUBMITTAL:DATE:12" = 1'-0"T700RISERSCARLSBAD SAFTEY CENTERIMEGIMEG2560 ORION WAYCARLSBAD, CA 92010CONSTRUCTION CHNAGE 0104.14.2110920 VIA FRONTERA SUITE 200SAN DIEGO, CA 92127858.271.9808 FAX: 858.271.9932www.imegcorp.com # 19004147.00IMEG CORP. RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF IMEG CORP. AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF IMEG CORP. © 2020 IMEG CORP.REFERENCE SCALE IN INCHES0 1 2 312" = 1'-0"3 EXISTING COAXIAL CATV RISER DIAGRAM